Concrete Quantities
29
CONCRETE QUANTITY ESTIMATIONS CONCRETE QUANTITY ESTIMATIONS ----------------------------- Storey: 0 - FOUNDATION ---------------------- Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1C1 450.0 450.0 0.203 1100.0 0.223 1C2 450.0 450.0 0.203 1100.0 0.223 1C3 450.0 450.0 0.203 1100.0 0.223 1C4 450.0 450.0 0.203 1200.0 0.243 1C5 450.0 450.0 0.203 1200.0 0.243 1C6 450.0 450.0 0.203 1200.0 0.243 1C7 450.0 450.0 0.203 1300.0 0.263 1C8 450.0 450.0 0.203 900.0 0.182 1C9 450.0 450.0 0.203 1300.0 0.263 1C10 450.0 450.0 0.203 1300.0 0.263 1C11 450.0 450.0 0.203 900.0 0.182 1C12 600.0 600.0 0.360 1100.0 0.396 1C13 450.0 450.0 0.203 1100.0 0.223 1C14 600.0 600.0 0.360 950.0 0.342 1C15 450.0 450.0 0.203 1300.0 0.263 1C16 450.0 450.0 0.203 850.0 0.172 1C17 600.0 600.0 0.360 950.0 0.342 1C18 450.0 450.0 0.203 1200.0 0.243 1C19 600.0 600.0 0.360 850.0 0.306 1C20 600.0 600.0 0.360 950.0 0.342 1C21 600.0 600.0 0.360 1000.0 0.360 1C22 600.0 600.0 0.360 950.0 0.342 1C23 450.0 450.0 0.203 1200.0 0.243 1C24 450.0 450.0 0.203 1200.0 0.243 1C25 450.0 450.0 0.203 1200.0 0.243 1C26 450.0 450.0 0.203 1100.0 0.223 1C27 450.0 450.0 0.203 1200.0 0.243 1C28 350.0 350.0 0.123 1500.0 0.184 1C29 600.0 600.0 0.360 950.0 0.342 1C30 600.0 600.0 0.360 1150.0 0.414 1C31 200.0 450.0 0.090 1600.0 0.144 1C32 600.0 600.0 0.360 1150.0 0.414 1C33 450.0 450.0 0.203 1200.0 0.243 1C34 450.0 450.0 0.203 1200.0 0.243 1C35 200.0 450.0 0.090 1600.0 0.144 1C36 450.0 450.0 0.203 1200.0 0.243 1C37 450.0 450.0 0.203 1100.0 0.223 1C38 450.0 450.0 0.203 1200.0 0.243 1C39 450.0 450.0 0.203 1200.0 0.243 1C40 600.0 600.0 0.360 1150.0 0.414 1C41 450.0 450.0 0.203 1200.0 0.243 1C42 200.0 450.0 0.090 1600.0 0.144 1C43 450.0 450.0 0.203 1200.0 0.243 1C44 450.0 450.0 0.203 1100.0 0.223 1C45 450.0 450.0 0.203 1200.0 0.243 1C46 450.0 450.0 0.203 1200.0 0.243 1C47 200.0 450.0 0.090 1600.0 0.144 1C48 450.0 450.0 0.203 1200.0 0.243 1C49 450.0 450.0 0.203 1100.0 0.223 1C50 450.0 450.0 0.203 1200.0 0.243 1C51 200.0 450.0 0.090 1600.0 0.144 1C52 450.0 450.0 0.203 1200.0 0.243 1C53 450.0 450.0 0.203 1000.0 0.203 1C54 450.0 450.0 0.203 1000.0 0.203 1C55 450.0 450.0 0.203 1100.0 0.223 1C56 450.0 450.0 0.203 1200.0 0.243 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 14.020 Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1W1 7750.0 250.0 1.938 2000.0 3.875 1W2 2220.0 250.0 0.555 2000.0 1.110 1W3 1790.0 250.0 0.448 2000.0 0.895 1W4 1120.0 250.0 0.280 2000.0 0.560 1W5 1144.1 250.0 0.286 2000.0 0.572 1W6 1141.6 250.0 0.285 2000.0 0.571 1W7 3587.9 250.0 0.897 2000.0 1.794 1W8 3405.8 250.0 0.851 2000.0 1.703 1W9 3414.6 250.0 0.854 2000.0 1.707 Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITAL CONCRETE QUANTITY ESTIMATIONS Eng J Mulumba (*1SU-XH28-5JHK-PMMM) Orion Building Design System 18.0 (04.2012) / Page: QC-1 Project: Block_A_revised_beams
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Transcript of Concrete Quantities
CONCRETE QUANTITY ESTIMATIONS
CONCRETE QUANTITY ESTIMATIONS -----------------------------
Storey: 0 - FOUNDATION ----------------------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1C1 450.0 450.0 0.203 1100.0 0.223 1C2 450.0 450.0 0.203 1100.0 0.223 1C3 450.0 450.0 0.203 1100.0 0.223 1C4 450.0 450.0 0.203 1200.0 0.243 1C5 450.0 450.0 0.203 1200.0 0.243 1C6 450.0 450.0 0.203 1200.0 0.243 1C7 450.0 450.0 0.203 1300.0 0.263 1C8 450.0 450.0 0.203 900.0 0.182 1C9 450.0 450.0 0.203 1300.0 0.263 1C10 450.0 450.0 0.203 1300.0 0.263 1C11 450.0 450.0 0.203 900.0 0.182 1C12 600.0 600.0 0.360 1100.0 0.396 1C13 450.0 450.0 0.203 1100.0 0.223 1C14 600.0 600.0 0.360 950.0 0.342 1C15 450.0 450.0 0.203 1300.0 0.263 1C16 450.0 450.0 0.203 850.0 0.172 1C17 600.0 600.0 0.360 950.0 0.342 1C18 450.0 450.0 0.203 1200.0 0.243 1C19 600.0 600.0 0.360 850.0 0.306 1C20 600.0 600.0 0.360 950.0 0.342 1C21 600.0 600.0 0.360 1000.0 0.360 1C22 600.0 600.0 0.360 950.0 0.342 1C23 450.0 450.0 0.203 1200.0 0.243 1C24 450.0 450.0 0.203 1200.0 0.243 1C25 450.0 450.0 0.203 1200.0 0.243 1C26 450.0 450.0 0.203 1100.0 0.223 1C27 450.0 450.0 0.203 1200.0 0.243 1C28 350.0 350.0 0.123 1500.0 0.184 1C29 600.0 600.0 0.360 950.0 0.342 1C30 600.0 600.0 0.360 1150.0 0.414 1C31 200.0 450.0 0.090 1600.0 0.144 1C32 600.0 600.0 0.360 1150.0 0.414 1C33 450.0 450.0 0.203 1200.0 0.243 1C34 450.0 450.0 0.203 1200.0 0.243 1C35 200.0 450.0 0.090 1600.0 0.144 1C36 450.0 450.0 0.203 1200.0 0.243 1C37 450.0 450.0 0.203 1100.0 0.223 1C38 450.0 450.0 0.203 1200.0 0.243 1C39 450.0 450.0 0.203 1200.0 0.243 1C40 600.0 600.0 0.360 1150.0 0.414 1C41 450.0 450.0 0.203 1200.0 0.243 1C42 200.0 450.0 0.090 1600.0 0.144 1C43 450.0 450.0 0.203 1200.0 0.243 1C44 450.0 450.0 0.203 1100.0 0.223 1C45 450.0 450.0 0.203 1200.0 0.243 1C46 450.0 450.0 0.203 1200.0 0.243 1C47 200.0 450.0 0.090 1600.0 0.144 1C48 450.0 450.0 0.203 1200.0 0.243 1C49 450.0 450.0 0.203 1100.0 0.223 1C50 450.0 450.0 0.203 1200.0 0.243 1C51 200.0 450.0 0.090 1600.0 0.144 1C52 450.0 450.0 0.203 1200.0 0.243 1C53 450.0 450.0 0.203 1000.0 0.203 1C54 450.0 450.0 0.203 1000.0 0.203 1C55 450.0 450.0 0.203 1100.0 0.223 1C56 450.0 450.0 0.203 1200.0 0.243 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 14.020
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1W1 7750.0 250.0 1.938 2000.0 3.875 1W2 2220.0 250.0 0.555 2000.0 1.110 1W3 1790.0 250.0 0.448 2000.0 0.895 1W4 1120.0 250.0 0.280 2000.0 0.560 1W5 1144.1 250.0 0.286 2000.0 0.572 1W6 1141.6 250.0 0.285 2000.0 0.571 1W7 3587.9 250.0 0.897 2000.0 1.794 1W8 3405.8 250.0 0.851 2000.0 1.703 1W9 3414.6 250.0 0.854 2000.0 1.707
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-1
Project: Block_A_revised_beams
1W10 3400.0 250.0 0.850 2000.0 1.700 1W11 3400.0 250.0 0.850 2000.0 1.700 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 16.187
Pad Bases: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- F30 /1C30 3500.0 3500.0 12.250 850.0 10.413 F30 /1C32 3500.0 3500.0 12.250 850.0 10.413 F30 /1C40 3500.0 3500.0 12.250 850.0 10.413 F7 /1C7 2800.0 2800.0 7.840 700.0 5.488 F7 /1C15 2800.0 2800.0 7.840 700.0 5.488 F23 /1C23 3200.0 3200.0 10.240 800.0 8.192 F23 /1C33 3200.0 3200.0 10.240 800.0 8.192 F23 /1C39 3200.0 3200.0 10.240 800.0 8.192 F28 /1C28 1800.0 1800.0 3.240 500.0 1.620 F12 /1C12 3600.0 3600.0 12.960 900.0 11.664 F13 /1C13 3500.0 3500.0 12.250 900.0 11.025 F26 /1C26 3500.0 3500.0 12.250 900.0 11.025 F26 /1C37 3500.0 3500.0 12.250 900.0 11.025 F26 /1C44 3500.0 3500.0 12.250 900.0 11.025 F26 /1C49 3500.0 3500.0 12.250 900.0 11.025 F26 /1C55 3500.0 3500.0 12.250 900.0 11.025 F27 /1C27 3300.0 3300.0 10.890 800.0 8.712 F27 /1C38 3300.0 3300.0 10.890 800.0 8.712 F27 /1C45 3300.0 3300.0 10.890 800.0 8.712 F27 /1C50 3300.0 3300.0 10.890 800.0 8.712 F27 /1C56 3300.0 3300.0 10.890 800.0 8.712 F24 /1C52 3000.0 3000.0 9.000 800.0 7.200 F24 /1C46 3000.0 3000.0 9.000 800.0 7.200 F24 /1C41 3000.0 3000.0 9.000 800.0 7.200 F24 /1C34 3000.0 3000.0 9.000 800.0 7.200 F24 /1C24 3000.0 3000.0 9.000 800.0 7.200 F1 /1C1 3400.0 3400.0 11.560 900.0 10.404 F1 /1C2 3400.0 3400.0 11.560 900.0 10.404 F1 /1C3 3400.0 3400.0 11.560 900.0 10.404 F4 /1C4 3200.0 3200.0 10.240 800.0 8.192 F4 /1C5 3200.0 3200.0 10.240 800.0 8.192 F4 /1C6 3200.0 3200.0 10.240 800.0 8.192 F18 /1C18 3200.0 3200.0 10.240 800.0 8.192 F17 /1C17 4300.0 4300.0 18.490 1050.0 19.415 F21 /1C21 4000.0 4000.0 16.000 1000.0 16.000 F14 /1C20 4300.0 4300.0 18.490 1050.0 19.415 F14 /1C14 4300.0 4300.0 18.490 1050.0 19.415 F14 /1C22 4300.0 4300.0 18.490 1050.0 19.415 F14 /1C29 4300.0 4300.0 18.490 1050.0 19.415 F9 /1C9 2900.0 2900.0 8.410 700.0 5.887 F9 /1C10 2900.0 2900.0 8.410 700.0 5.887 F8 /1C11 4569.3 4569.3 20.879 1100.0 22.966 F8 /1C8 4569.3 4569.3 20.879 1100.0 22.966 F16 /1C19 5031.7 5031.7 25.318 1150.0 29.115 F16 /1C16 5031.7 5031.7 25.318 1150.0 29.115 F25 /1C48 2800.0 2800.0 7.840 800.0 6.272 F25 /1C43 2800.0 2800.0 7.840 800.0 6.272 F25 /1C36 2800.0 2800.0 7.840 800.0 6.272 F25 /1C25 2800.0 2800.0 7.840 800.0 6.272 F53 /1C54 3350.0 3350.0 11.223 1000.0 11.223 F53 /1C53 3350.0 3350.0 11.223 1000.0 11.223 F31 /1C31 1400.0 1400.0 1.960 400.0 0.784 F31 /1C35 1400.0 1400.0 1.960 400.0 0.784 F31 /1C42 1400.0 1400.0 1.960 400.0 0.784 F31 /1C47 1400.0 1400.0 1.960 400.0 0.784 F51 /1C51 1400.0 1400.0 1.960 400.0 0.784 -------- ---------- ---------- ----------- ---------- ---------- Total PAd Base 570.227
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 0) 600.434 -------- ---------- ---------- ----------- ---------- ----------
Storey: 1 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1C1 450.0 450.0 0.203 4050.0 0.820 1C2 450.0 450.0 0.203 4050.0 0.820 1C3 450.0 450.0 0.203 4050.0 0.820 1C4 450.0 450.0 0.203 4050.0 0.820 1C5 450.0 450.0 0.203 4050.0 0.820 1C6 450.0 450.0 0.203 4050.0 0.820 1C7 450.0 450.0 0.203 4050.0 0.820
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-2
Project: Block_A_revised_beams
1C8 450.0 450.0 0.203 4050.0 0.820 1C9 450.0 450.0 0.203 4050.0 0.820 1C10 450.0 450.0 0.203 4050.0 0.820 1C11 450.0 450.0 0.203 4050.0 0.820 1C12 600.0 600.0 0.360 4050.0 1.458 1C13 450.0 450.0 0.203 4050.0 0.820 1C14 600.0 600.0 0.360 4050.0 1.458 1C15 450.0 450.0 0.203 4050.0 0.820 1C16 450.0 450.0 0.203 4050.0 0.820 1C17 600.0 600.0 0.360 4050.0 1.458 1C18 450.0 450.0 0.203 4050.0 0.820 1C19 600.0 600.0 0.360 4050.0 1.458 1C20 600.0 600.0 0.360 4050.0 1.458 1C21 600.0 600.0 0.360 4050.0 1.458 1C22 600.0 600.0 0.360 4050.0 1.458 1C23 450.0 450.0 0.203 4050.0 0.820 1C24 450.0 450.0 0.203 4050.0 0.820 1C25 450.0 450.0 0.203 4050.0 0.820 1C26 450.0 450.0 0.203 4050.0 0.820 1C27 450.0 450.0 0.203 4050.0 0.820 1C28 350.0 350.0 0.123 4050.0 0.496 1C29 600.0 600.0 0.360 4050.0 1.458 1C30 600.0 600.0 0.360 4050.0 1.458 1C31 200.0 450.0 0.090 4050.0 0.365 1C32 600.0 600.0 0.360 4050.0 1.458 1C33 450.0 450.0 0.203 4050.0 0.820 1C34 450.0 450.0 0.203 4050.0 0.820 1C35 200.0 450.0 0.090 4050.0 0.365 1C36 450.0 450.0 0.203 4050.0 0.820 1C37 450.0 450.0 0.203 4050.0 0.820 1C38 450.0 450.0 0.203 4050.0 0.820 1C39 450.0 450.0 0.203 4050.0 0.820 1C40 600.0 600.0 0.360 4050.0 1.458 1C41 450.0 450.0 0.203 4050.0 0.820 1C42 200.0 450.0 0.090 4050.0 0.365 1C43 450.0 450.0 0.203 4050.0 0.820 1C44 450.0 450.0 0.203 4050.0 0.820 1C45 450.0 450.0 0.203 4050.0 0.820 1C46 450.0 450.0 0.203 4050.0 0.820 1C47 200.0 450.0 0.090 4050.0 0.365 1C48 450.0 450.0 0.203 4050.0 0.820 1C49 450.0 450.0 0.203 4050.0 0.820 1C50 450.0 450.0 0.203 4050.0 0.820 1C51 200.0 450.0 0.090 4050.0 0.365 1C52 450.0 450.0 0.203 4050.0 0.820 1C53 450.0 450.0 0.203 4050.0 0.820 1C54 450.0 450.0 0.203 4050.0 0.820 1C55 450.0 450.0 0.203 4050.0 0.820 1C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 50.341
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1W1 7750.0 250.0 1.938 4050.0 7.847 1W2 2220.0 250.0 0.555 4050.0 2.248 1W3 1790.0 250.0 0.448 4050.0 1.812 1W4 1120.0 250.0 0.280 4050.0 1.134 1W5 1144.1 250.0 0.286 4050.0 1.158 1W6 1141.6 250.0 0.285 4050.0 1.156 1W7 3587.9 250.0 0.897 4050.0 3.633 1W8 3405.8 250.0 0.851 4050.0 3.448 1W9 3414.6 250.0 0.854 4050.0 3.457 1W10 3400.0 250.0 0.850 4050.0 3.443 1W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1B1 300.0 600.0 0.180 7050.0 1.269 1B2 300.0 600.0 0.180 7050.0 1.269 1B3 300.0 600.0 0.180 7200.0 1.296 1B4 300.0 600.0 0.180 7200.0 1.296 1B5 300.0 600.0 0.180 7050.0 1.269 1B6 300.0 600.0 0.180 7050.0 1.269 1B7 300.0 600.0 0.180 7200.0 1.296 1B8 300.0 600.0 0.180 7200.0 1.296 1B9 300.0 600.0 0.180 1560.0 0.281 1B10 300.0 600.0 0.180 1560.0 0.281 1B11 300.0 600.0 0.180 7050.0 1.269 1B12 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-3
Project: Block_A_revised_beams
1B13 300.0 600.0 0.180 2752.9 0.496 1B14 300.0 600.0 0.180 9780.5 1.760 1B15 300.0 600.0 0.180 9333.1 1.680 1B16 300.0 600.0 0.180 7200.0 1.296 1B17 300.0 600.0 0.180 7200.0 1.296 1B18 300.0 600.0 0.180 9204.6 1.657 1B19 300.0 600.0 0.180 9636.7 1.735 1B20 300.0 600.0 0.180 9702.5 1.746 1B21 300.0 600.0 0.180 9156.5 1.648 1B22 300.0 600.0 0.180 9052.6 1.629 1B23 300.0 600.0 0.180 6975.0 1.256 1B24 300.0 600.0 0.180 6975.0 1.256 1B25 300.0 600.0 0.180 685.8 0.123 1B26 300.0 600.0 0.180 9113.0 1.640 1B27 300.0 600.0 0.180 9558.9 1.721 1B28 300.0 600.0 0.180 11102.0 1.998 1B29 300.0 600.0 0.180 9037.8 1.627 1B30 300.0 600.0 0.180 7200.0 1.296 1B31 300.0 600.0 0.180 7200.0 1.296 1B32 300.0 600.0 0.180 938.3 0.169 1B33 300.0 600.0 0.180 8471.4 1.525 1B34 300.0 600.0 0.180 9049.5 1.629 1B35 300.0 600.0 0.180 7982.8 1.437 1B36 300.0 600.0 0.180 8400.6 1.512 1B37 300.0 600.0 0.180 3472.9 0.625 1B38 300.0 600.0 0.180 4550.0 0.819 1B39 300.0 600.0 0.180 4550.0 0.819 1B40 300.0 600.0 0.180 7050.0 1.269 1B41 300.0 600.0 0.180 1191.3 0.214 1B42 300.0 600.0 0.180 8959.4 1.613 1B43 300.0 600.0 0.180 8389.8 1.510 1B44 300.0 600.0 0.180 7335.0 1.320 1B45 300.0 600.0 0.180 4700.0 0.846 1B46 300.0 600.0 0.180 7200.0 1.296 1B47 300.0 600.0 0.180 1511.3 0.272 1B48 300.0 600.0 0.180 8397.0 1.511 1B49 300.0 600.0 0.180 7810.7 1.406 1B50 300.0 600.0 0.180 8324.8 1.498 1B51 300.0 600.0 0.180 3154.6 0.568 1B52 300.0 600.0 0.180 7749.3 1.395 1B53 300.0 600.0 0.180 4550.0 0.819 1B54 300.0 600.0 0.180 7050.0 1.269 1B55 300.0 600.0 0.180 1998.1 0.360 1B56 300.0 600.0 0.180 8258.3 1.486 1B57 300.0 600.0 0.180 7902.8 1.423 1B58 300.0 600.0 0.180 1664.8 0.300 1B59 300.0 600.0 0.180 4700.0 0.846 1B60 300.0 600.0 0.180 7200.0 1.296 1B61 300.0 600.0 0.180 4550.0 0.819 1B62 300.0 600.0 0.180 7050.0 1.269 1B63 300.0 600.0 0.180 4700.0 0.846 1B64 300.0 600.0 0.180 7200.0 1.296 1B65 300.0 600.0 0.180 4550.0 0.819 1B66 300.0 600.0 0.180 7050.0 1.269 1B67 300.0 600.0 0.180 4700.0 0.846 1B68 300.0 600.0 0.180 7200.0 1.296 1B69 300.0 600.0 0.180 2275.0 0.409 1B70 300.0 600.0 0.180 2050.0 0.369 1B71 300.0 600.0 0.180 4550.0 0.819 1B72 300.0 600.0 0.180 7050.0 1.269 1B73 300.0 600.0 0.180 7084.7 1.275 1B74 300.0 600.0 0.180 7113.7 1.280 1B75 300.0 600.0 0.180 4065.8 0.732 1B76 300.0 600.0 0.180 7084.7 1.275 1B77 300.0 600.0 0.180 4009.5 0.722 1B78 300.0 600.0 0.180 6920.0 1.246 1B79 300.0 600.0 0.180 6920.0 1.246 1B80 300.0 600.0 0.180 6920.0 1.246 1B81 300.0 600.0 0.180 6984.3 1.257 1B82 300.0 600.0 0.180 6909.3 1.244 1B83 300.0 600.0 0.180 6909.3 1.244 1B84 300.0 600.0 0.180 7021.9 1.264 1B85 300.0 600.0 0.180 6971.1 1.255 1B86 300.0 600.0 0.180 7024.1 1.264 1B87 300.0 600.0 0.180 7162.5 1.289 1B88 300.0 600.0 0.180 7275.0 1.310 1B89 300.0 600.0 0.180 7275.0 1.310 1B90 300.0 600.0 0.180 7200.0 1.296 1B91 300.0 600.0 0.180 6436.3 1.159 1B92 300.0 600.0 0.180 7050.0 1.269 1B93 300.0 600.0 0.180 7050.0 1.269 1B94 300.0 600.0 0.180 7050.0 1.269 1B95 300.0 600.0 0.180 7125.0 1.283 1B96 300.0 600.0 0.180 7050.0 1.269 1B97 300.0 600.0 0.180 7050.0 1.269 1B98 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-4
Project: Block_A_revised_beams
1B99 300.0 600.0 0.180 7050.0 1.269 1B100 300.0 600.0 0.180 7050.0 1.269 1B101 300.0 600.0 0.180 1762.5 0.317 1B102 300.0 600.0 0.180 2875.0 0.518 1B103 300.0 600.0 0.180 1862.5 0.335 1B104 300.0 600.0 0.180 6975.0 1.256 1B105 300.0 600.0 0.180 6975.0 1.256 1B106 300.0 600.0 0.180 7050.0 1.269 1B107 300.0 600.0 0.180 7050.0 1.269 1B108 300.0 600.0 0.180 7050.0 1.269 1B109 300.0 600.0 0.180 7050.0 1.269 1B110 300.0 600.0 0.180 7050.0 1.269 1B111 300.0 600.0 0.180 1837.5 0.331 1B112 300.0 600.0 0.180 1937.5 0.349 1B113 300.0 600.0 0.180 7050.0 1.269 1B114 300.0 600.0 0.180 7050.0 1.269 1B115 300.0 600.0 0.180 7050.0 1.269 1B116 300.0 600.0 0.180 7050.0 1.269 1B117 300.0 600.0 0.180 7050.0 1.269 1B118 300.0 600.0 0.180 7050.0 1.269 1B119 300.0 600.0 0.180 3764.3 0.678 1B120 300.0 600.0 0.180 3764.3 0.678 1B121 300.0 600.0 0.180 2810.7 0.506 1B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.270
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 1S1 24.840 175.0 4.347 1S2 24.840 175.0 4.347 1S3 24.840 175.0 4.347 1S4 24.840 175.0 4.347 1S5 13.140 175.0 2.300 1S6 13.320 175.0 2.331 1S7 20.520 175.0 3.591 1S11 13.860 175.0 2.426 1S12 13.860 175.0 2.426 1S14 24.840 175.0 4.347 1S15 24.840 175.0 4.347 1S16 38.674 175.0 6.768 1S18 32.321 175.0 5.656 1S19 18.221 175.0 3.189 1S20 24.840 175.0 4.347 1S21 24.840 175.0 4.347 1S22 30.860 175.0 5.401 1S23 27.913 175.0 4.885 1S24 38.435 175.0 6.726 1S25 31.022 175.0 5.429 1S26 30.596 175.0 5.354 1S27 24.840 175.0 4.347 1S28 24.840 175.0 4.347 1S29 2.671 175.0 0.467 1S30 31.837 175.0 5.571 1S31 27.732 175.0 4.853 1S32 34.183 175.0 5.982 1S33 15.054 175.0 2.634 1S34 31.444 175.0 5.503 1S35 24.840 175.0 4.347 1S36 24.840 175.0 4.347 1S37 3.803 175.0 0.666 1S38 30.388 175.0 5.318 1S39 34.755 175.0 6.082 1S40 19.354 175.0 3.387 1S41 11.750 175.0 2.056 1S42 18.000 175.0 3.150 1S43 3.472 175.0 0.608 1S44 34.318 175.0 6.006 1S45 31.217 175.0 5.463 1S46 23.515 175.0 4.115 1S47 20.680 175.0 3.619 1S48 31.680 175.0 5.544 1S49 7.554 175.0 1.322 1S50 23.210 175.0 4.062 1S51 34.054 175.0 5.959 1S52 13.071 175.0 2.287 1S53 23.094 175.0 4.041 1S54 24.840 175.0 4.347 1S55 16.215 175.0 2.838 1S56 16.215 175.0 2.838 1S57 24.840 175.0 4.347 1S58 16.215 175.0 2.838 1S59 24.840 175.0 4.347 1S60 16.215 175.0 2.838
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-5
Project: Block_A_revised_beams
1S61 24.840 175.0 4.347 1S62 20.680 175.0 3.619 1S63 31.680 175.0 5.544 1S64 11.750 175.0 2.056 1S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 1) 461.838 -------- ---------- ---------- ----------- ---------- ----------
Storey: 2 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 2C1 450.0 450.0 0.203 4050.0 0.820 2C2 450.0 450.0 0.203 4050.0 0.820 2C3 450.0 450.0 0.203 4050.0 0.820 2C4 450.0 450.0 0.203 4050.0 0.820 2C5 450.0 450.0 0.203 4050.0 0.820 2C6 450.0 450.0 0.203 4050.0 0.820 2C7 450.0 450.0 0.203 4050.0 0.820 2C8 450.0 450.0 0.203 4050.0 0.820 2C9 450.0 450.0 0.203 4050.0 0.820 2C10 450.0 450.0 0.203 4050.0 0.820 2C11 450.0 450.0 0.203 4050.0 0.820 2C12 600.0 600.0 0.360 4050.0 1.458 2C13 450.0 450.0 0.203 4050.0 0.820 2C14 600.0 600.0 0.360 4050.0 1.458 2C15 450.0 450.0 0.203 4050.0 0.820 2C16 450.0 450.0 0.203 4050.0 0.820 2C17 600.0 600.0 0.360 4050.0 1.458 2C18 450.0 450.0 0.203 4050.0 0.820 2C19 600.0 600.0 0.360 4050.0 1.458 2C20 600.0 600.0 0.360 4050.0 1.458 2C21 600.0 600.0 0.360 4050.0 1.458 2C22 600.0 600.0 0.360 4050.0 1.458 2C23 450.0 450.0 0.203 4050.0 0.820 2C24 450.0 450.0 0.203 4050.0 0.820 2C25 450.0 450.0 0.203 4050.0 0.820 2C26 450.0 450.0 0.203 4050.0 0.820 2C27 450.0 450.0 0.203 4050.0 0.820 2C28 350.0 350.0 0.123 4050.0 0.496 2C29 600.0 600.0 0.360 4050.0 1.458 2C30 600.0 600.0 0.360 4050.0 1.458 2C31 200.0 450.0 0.090 4050.0 0.365 2C32 600.0 600.0 0.360 4050.0 1.458 2C33 450.0 450.0 0.203 4050.0 0.820 2C34 450.0 450.0 0.203 4050.0 0.820 2C35 200.0 450.0 0.090 4050.0 0.365 2C36 450.0 450.0 0.203 4050.0 0.820 2C37 450.0 450.0 0.203 4050.0 0.820 2C38 450.0 450.0 0.203 4050.0 0.820 2C39 450.0 450.0 0.203 4050.0 0.820 2C40 600.0 600.0 0.360 4050.0 1.458 2C41 450.0 450.0 0.203 4050.0 0.820 2C42 200.0 450.0 0.090 4050.0 0.365 2C43 450.0 450.0 0.203 4050.0 0.820 2C44 450.0 450.0 0.203 4050.0 0.820 2C45 450.0 450.0 0.203 4050.0 0.820 2C46 450.0 450.0 0.203 4050.0 0.820 2C47 200.0 450.0 0.090 4050.0 0.365 2C48 450.0 450.0 0.203 4050.0 0.820 2C49 450.0 450.0 0.203 4050.0 0.820 2C50 450.0 450.0 0.203 4050.0 0.820 2C51 200.0 450.0 0.090 4050.0 0.365 2C52 450.0 450.0 0.203 4050.0 0.820 2C53 450.0 450.0 0.203 4050.0 0.820 2C54 450.0 450.0 0.203 4050.0 0.820 2C55 450.0 450.0 0.203 4050.0 0.820 2C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 50.341
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 2W1 7750.0 250.0 1.938 4050.0 7.847 2W2 2220.0 250.0 0.555 4050.0 2.248 2W3 1790.0 250.0 0.448 4050.0 1.812 2W4 1120.0 250.0 0.280 4050.0 1.134
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-6
Project: Block_A_revised_beams
2W5 1144.1 250.0 0.286 4050.0 1.158 2W6 1141.6 250.0 0.285 4050.0 1.156 2W7 3587.9 250.0 0.897 4050.0 3.633 2W8 3405.8 250.0 0.851 4050.0 3.448 2W9 3414.6 250.0 0.854 4050.0 3.457 2W10 3400.0 250.0 0.850 4050.0 3.443 2W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 2B1 300.0 600.0 0.180 7050.0 1.269 2B2 300.0 600.0 0.180 7050.0 1.269 2B3 300.0 600.0 0.180 7200.0 1.296 2B4 300.0 600.0 0.180 7200.0 1.296 2B5 300.0 600.0 0.180 7050.0 1.269 2B6 300.0 600.0 0.180 7050.0 1.269 2B7 300.0 600.0 0.180 7200.0 1.296 2B8 300.0 600.0 0.180 7200.0 1.296 2B9 300.0 600.0 0.180 1560.0 0.281 2B10 300.0 600.0 0.180 1560.0 0.281 2B11 300.0 600.0 0.180 7050.0 1.269 2B12 300.0 600.0 0.180 7050.0 1.269 2B13 300.0 600.0 0.180 2752.9 0.496 2B14 300.0 600.0 0.180 9780.5 1.760 2B15 300.0 600.0 0.180 9333.1 1.680 2B16 300.0 600.0 0.180 7200.0 1.296 2B17 300.0 600.0 0.180 7200.0 1.296 2B18 300.0 600.0 0.180 9204.6 1.657 2B19 300.0 600.0 0.180 9636.7 1.735 2B20 300.0 600.0 0.180 9702.5 1.746 2B21 300.0 600.0 0.180 9156.5 1.648 2B22 300.0 600.0 0.180 9052.6 1.629 2B23 300.0 600.0 0.180 6975.0 1.256 2B24 300.0 600.0 0.180 6975.0 1.256 2B25 300.0 600.0 0.180 685.8 0.123 2B26 300.0 600.0 0.180 9113.0 1.640 2B27 300.0 600.0 0.180 9558.9 1.721 2B28 300.0 600.0 0.180 11102.0 1.998 2B29 300.0 600.0 0.180 9037.8 1.627 2B30 300.0 600.0 0.180 7200.0 1.296 2B31 300.0 600.0 0.180 7200.0 1.296 2B32 300.0 600.0 0.180 938.3 0.169 2B33 300.0 600.0 0.180 8471.4 1.525 2B34 300.0 600.0 0.180 9049.5 1.629 2B35 300.0 600.0 0.180 7982.8 1.437 2B36 300.0 600.0 0.180 8400.6 1.512 2B37 300.0 600.0 0.180 3472.9 0.625 2B38 300.0 600.0 0.180 4550.0 0.819 2B39 300.0 600.0 0.180 4550.0 0.819 2B40 300.0 600.0 0.180 7050.0 1.269 2B41 300.0 600.0 0.180 1191.3 0.214 2B42 300.0 600.0 0.180 8959.4 1.613 2B43 300.0 600.0 0.180 8389.8 1.510 2B44 300.0 600.0 0.180 7335.0 1.320 2B45 300.0 600.0 0.180 4700.0 0.846 2B46 300.0 600.0 0.180 7200.0 1.296 2B47 300.0 600.0 0.180 1511.3 0.272 2B48 300.0 600.0 0.180 8397.0 1.511 2B49 300.0 600.0 0.180 7810.7 1.406 2B50 300.0 600.0 0.180 8324.8 1.498 2B51 300.0 600.0 0.180 3154.6 0.568 2B52 300.0 600.0 0.180 7749.3 1.395 2B53 300.0 600.0 0.180 4550.0 0.819 2B54 300.0 600.0 0.180 7050.0 1.269 2B55 300.0 600.0 0.180 1998.1 0.360 2B56 300.0 600.0 0.180 8258.3 1.486 2B57 300.0 600.0 0.180 7902.8 1.423 2B58 300.0 600.0 0.180 1664.8 0.300 2B59 300.0 600.0 0.180 4700.0 0.846 2B60 300.0 600.0 0.180 7200.0 1.296 2B61 300.0 600.0 0.180 4550.0 0.819 2B62 300.0 600.0 0.180 7050.0 1.269 2B63 300.0 600.0 0.180 4700.0 0.846 2B64 300.0 600.0 0.180 7200.0 1.296 2B65 300.0 600.0 0.180 4550.0 0.819 2B66 300.0 600.0 0.180 7050.0 1.269 2B67 300.0 600.0 0.180 4700.0 0.846 2B68 300.0 600.0 0.180 7200.0 1.296 2B69 300.0 600.0 0.180 2275.0 0.409 2B70 300.0 600.0 0.180 2050.0 0.369 2B71 300.0 600.0 0.180 4550.0 0.819 2B72 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-7
Project: Block_A_revised_beams
2B73 300.0 600.0 0.180 7084.7 1.275 2B74 300.0 600.0 0.180 7113.7 1.280 2B75 300.0 600.0 0.180 4065.8 0.732 2B76 300.0 600.0 0.180 7084.7 1.275 2B77 300.0 600.0 0.180 4009.5 0.722 2B78 300.0 600.0 0.180 6920.0 1.246 2B79 300.0 600.0 0.180 6920.0 1.246 2B80 300.0 600.0 0.180 6920.0 1.246 2B81 300.0 600.0 0.180 6984.3 1.257 2B82 300.0 600.0 0.180 6909.3 1.244 2B83 300.0 600.0 0.180 6909.3 1.244 2B84 300.0 600.0 0.180 7021.9 1.264 2B85 300.0 600.0 0.180 6971.1 1.255 2B86 300.0 600.0 0.180 7024.1 1.264 2B87 300.0 600.0 0.180 7162.5 1.289 2B88 300.0 600.0 0.180 7275.0 1.310 2B89 300.0 600.0 0.180 7275.0 1.310 2B90 300.0 600.0 0.180 7200.0 1.296 2B91 300.0 600.0 0.180 6436.3 1.159 2B92 300.0 600.0 0.180 7050.0 1.269 2B93 300.0 600.0 0.180 7050.0 1.269 2B94 300.0 600.0 0.180 7050.0 1.269 2B95 300.0 600.0 0.180 7125.0 1.283 2B96 300.0 600.0 0.180 7050.0 1.269 2B97 300.0 600.0 0.180 7050.0 1.269 2B98 300.0 600.0 0.180 7050.0 1.269 2B99 300.0 600.0 0.180 7050.0 1.269 2B100 300.0 600.0 0.180 7050.0 1.269 2B101 300.0 600.0 0.180 1762.5 0.317 2B102 300.0 600.0 0.180 2875.0 0.518 2B103 300.0 600.0 0.180 1862.5 0.335 2B104 300.0 600.0 0.180 6975.0 1.256 2B105 300.0 600.0 0.180 6975.0 1.256 2B106 300.0 600.0 0.180 7050.0 1.269 2B107 300.0 600.0 0.180 7050.0 1.269 2B108 300.0 600.0 0.180 7050.0 1.269 2B109 300.0 600.0 0.180 7050.0 1.269 2B110 300.0 600.0 0.180 7050.0 1.269 2B111 300.0 600.0 0.180 1837.5 0.331 2B112 300.0 600.0 0.180 1937.5 0.349 2B113 300.0 600.0 0.180 7050.0 1.269 2B114 300.0 600.0 0.180 7050.0 1.269 2B115 300.0 600.0 0.180 7050.0 1.269 2B116 300.0 600.0 0.180 7050.0 1.269 2B117 300.0 600.0 0.180 7050.0 1.269 2B118 300.0 600.0 0.180 7050.0 1.269 2B119 300.0 600.0 0.180 3764.3 0.678 2B120 300.0 600.0 0.180 3764.3 0.678 2B121 300.0 600.0 0.180 2810.7 0.506 2B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.270
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 2S1 24.840 175.0 4.347 2S2 24.840 175.0 4.347 2S3 24.840 175.0 4.347 2S4 24.840 175.0 4.347 2S5 13.140 175.0 2.300 2S6 13.320 175.0 2.331 2S7 20.520 175.0 3.591 2S11 13.860 175.0 2.426 2S12 13.860 175.0 2.426 2S14 24.840 175.0 4.347 2S15 24.840 175.0 4.347 2S16 38.674 175.0 6.768 2S18 32.321 175.0 5.656 2S19 18.221 175.0 3.189 2S20 24.840 175.0 4.347 2S21 24.840 175.0 4.347 2S22 30.860 175.0 5.401 2S23 27.913 175.0 4.885 2S24 38.435 175.0 6.726 2S25 31.022 175.0 5.429 2S26 30.596 175.0 5.354 2S27 24.840 175.0 4.347 2S28 24.840 175.0 4.347 2S29 2.671 175.0 0.467 2S30 31.837 175.0 5.571 2S31 27.732 175.0 4.853 2S32 34.183 175.0 5.982 2S33 15.054 175.0 2.634 2S34 31.444 175.0 5.503
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-8
Project: Block_A_revised_beams
2S35 24.840 175.0 4.347 2S36 24.840 175.0 4.347 2S37 3.803 175.0 0.666 2S38 30.388 175.0 5.318 2S39 34.755 175.0 6.082 2S40 19.354 175.0 3.387 2S41 11.750 175.0 2.056 2S42 18.000 175.0 3.150 2S43 3.472 175.0 0.608 2S44 34.318 175.0 6.006 2S45 31.217 175.0 5.463 2S46 23.515 175.0 4.115 2S47 20.680 175.0 3.619 2S48 31.680 175.0 5.544 2S49 7.554 175.0 1.322 2S50 23.210 175.0 4.062 2S51 34.054 175.0 5.959 2S52 13.071 175.0 2.287 2S53 23.094 175.0 4.041 2S54 24.840 175.0 4.347 2S55 16.215 175.0 2.838 2S56 16.215 175.0 2.838 2S57 24.840 175.0 4.347 2S58 16.215 175.0 2.838 2S59 24.840 175.0 4.347 2S60 16.215 175.0 2.838 2S61 24.840 175.0 4.347 2S62 20.680 175.0 3.619 2S63 31.680 175.0 5.544 2S64 11.750 175.0 2.056 2S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 2) 461.838 -------- ---------- ---------- ----------- ---------- ----------
Storey: 3 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 3C1 450.0 450.0 0.203 4050.0 0.820 3C2 450.0 450.0 0.203 4050.0 0.820 3C3 450.0 450.0 0.203 4050.0 0.820 3C4 450.0 450.0 0.203 4050.0 0.820 3C5 450.0 450.0 0.203 4050.0 0.820 3C6 450.0 450.0 0.203 4050.0 0.820 3C7 450.0 450.0 0.203 4050.0 0.820 3C8 450.0 450.0 0.203 4050.0 0.820 3C9 450.0 450.0 0.203 4050.0 0.820 3C10 450.0 450.0 0.203 4050.0 0.820 3C11 450.0 450.0 0.203 4050.0 0.820 3C12 600.0 600.0 0.360 4050.0 1.458 3C13 450.0 450.0 0.203 4050.0 0.820 3C14 600.0 600.0 0.360 4050.0 1.458 3C15 450.0 450.0 0.203 4050.0 0.820 3C16 450.0 450.0 0.203 4050.0 0.820 3C17 600.0 600.0 0.360 4050.0 1.458 3C18 450.0 450.0 0.203 4050.0 0.820 3C19 600.0 600.0 0.360 4050.0 1.458 3C20 600.0 600.0 0.360 4050.0 1.458 3C21 600.0 600.0 0.360 4050.0 1.458 3C22 600.0 600.0 0.360 4050.0 1.458 3C23 450.0 450.0 0.203 4050.0 0.820 3C24 450.0 450.0 0.203 4050.0 0.820 3C25 450.0 450.0 0.203 4050.0 0.820 3C26 450.0 450.0 0.203 4050.0 0.820 3C27 450.0 450.0 0.203 4050.0 0.820 3C28 350.0 350.0 0.123 4050.0 0.496 3C29 600.0 600.0 0.360 4050.0 1.458 3C30 600.0 600.0 0.360 4050.0 1.458 3C31 200.0 450.0 0.090 4050.0 0.365 3C32 600.0 600.0 0.360 4050.0 1.458 3C33 450.0 450.0 0.203 4050.0 0.820 3C34 450.0 450.0 0.203 4050.0 0.820 3C35 200.0 450.0 0.090 4050.0 0.365 3C36 450.0 450.0 0.203 4050.0 0.820 3C37 450.0 450.0 0.203 4050.0 0.820 3C38 450.0 450.0 0.203 4050.0 0.820 3C39 450.0 450.0 0.203 4050.0 0.820 3C40 600.0 600.0 0.360 4050.0 1.458 3C41 450.0 450.0 0.203 4050.0 0.820
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-9
Project: Block_A_revised_beams
3C42 200.0 450.0 0.090 4050.0 0.365 3C43 450.0 450.0 0.203 4050.0 0.820 3C44 450.0 450.0 0.203 4050.0 0.820 3C45 450.0 450.0 0.203 4050.0 0.820 3C46 450.0 450.0 0.203 4050.0 0.820 3C47 200.0 450.0 0.090 4050.0 0.365 3C48 450.0 450.0 0.203 4050.0 0.820 3C49 450.0 450.0 0.203 4050.0 0.820 3C50 450.0 450.0 0.203 4050.0 0.820 3C51 200.0 450.0 0.090 4050.0 0.365 3C52 450.0 450.0 0.203 4050.0 0.820 3C53 450.0 450.0 0.203 4050.0 0.820 3C54 450.0 450.0 0.203 4050.0 0.820 3C55 450.0 450.0 0.203 4050.0 0.820 3C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 50.341
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 3W1 7750.0 250.0 1.938 4050.0 7.847 3W2 2220.0 250.0 0.555 4050.0 2.248 3W3 1790.0 250.0 0.448 4050.0 1.812 3W4 1120.0 250.0 0.280 4050.0 1.134 3W5 1144.1 250.0 0.286 4050.0 1.158 3W6 1141.6 250.0 0.285 4050.0 1.156 3W7 3587.9 250.0 0.897 4050.0 3.633 3W8 3405.8 250.0 0.851 4050.0 3.448 3W9 3414.6 250.0 0.854 4050.0 3.457 3W10 3400.0 250.0 0.850 4050.0 3.443 3W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 3B1 300.0 600.0 0.180 7050.0 1.269 3B2 300.0 600.0 0.180 7050.0 1.269 3B3 300.0 600.0 0.180 7200.0 1.296 3B4 300.0 600.0 0.180 7200.0 1.296 3B5 300.0 600.0 0.180 7050.0 1.269 3B6 300.0 600.0 0.180 7050.0 1.269 3B7 300.0 600.0 0.180 7200.0 1.296 3B8 300.0 600.0 0.180 7200.0 1.296 3B9 300.0 600.0 0.180 1560.0 0.281 3B10 300.0 600.0 0.180 1560.0 0.281 3B11 300.0 600.0 0.180 7050.0 1.269 3B12 300.0 600.0 0.180 7050.0 1.269 3B13 300.0 600.0 0.180 2752.9 0.496 3B14 300.0 600.0 0.180 9780.5 1.760 3B15 300.0 600.0 0.180 9333.1 1.680 3B16 300.0 600.0 0.180 7200.0 1.296 3B17 300.0 600.0 0.180 7200.0 1.296 3B18 300.0 600.0 0.180 9204.6 1.657 3B19 300.0 600.0 0.180 9636.7 1.735 3B20 300.0 600.0 0.180 9702.5 1.746 3B21 300.0 600.0 0.180 9156.5 1.648 3B22 300.0 600.0 0.180 9052.6 1.629 3B23 300.0 600.0 0.180 6975.0 1.256 3B24 300.0 600.0 0.180 6975.0 1.256 3B25 300.0 600.0 0.180 685.8 0.123 3B26 300.0 600.0 0.180 9113.0 1.640 3B27 300.0 600.0 0.180 9558.9 1.721 3B28 300.0 600.0 0.180 11102.0 1.998 3B29 300.0 600.0 0.180 9037.8 1.627 3B30 300.0 600.0 0.180 7200.0 1.296 3B31 300.0 600.0 0.180 7200.0 1.296 3B32 300.0 600.0 0.180 938.3 0.169 3B33 300.0 600.0 0.180 8471.4 1.525 3B34 300.0 600.0 0.180 9049.5 1.629 3B35 300.0 600.0 0.180 7982.8 1.437 3B36 300.0 600.0 0.180 8400.6 1.512 3B37 300.0 600.0 0.180 3472.9 0.625 3B38 300.0 600.0 0.180 4550.0 0.819 3B39 300.0 600.0 0.180 4550.0 0.819 3B40 300.0 600.0 0.180 7050.0 1.269 3B41 300.0 600.0 0.180 1191.3 0.214 3B42 300.0 600.0 0.180 8959.4 1.613 3B43 300.0 600.0 0.180 8389.8 1.510 3B44 300.0 600.0 0.180 7335.0 1.320 3B45 300.0 600.0 0.180 4700.0 0.846 3B46 300.0 600.0 0.180 7200.0 1.296
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-10
Project: Block_A_revised_beams
3B47 300.0 600.0 0.180 1511.3 0.272 3B48 300.0 600.0 0.180 8397.0 1.511 3B49 300.0 600.0 0.180 7810.7 1.406 3B50 300.0 600.0 0.180 8324.8 1.498 3B51 300.0 600.0 0.180 3154.6 0.568 3B52 300.0 600.0 0.180 7749.3 1.395 3B53 300.0 600.0 0.180 4550.0 0.819 3B54 300.0 600.0 0.180 7050.0 1.269 3B55 300.0 600.0 0.180 1998.1 0.360 3B56 300.0 600.0 0.180 8258.3 1.486 3B57 300.0 600.0 0.180 7902.8 1.423 3B58 300.0 600.0 0.180 1664.8 0.300 3B59 300.0 600.0 0.180 4700.0 0.846 3B60 300.0 600.0 0.180 7200.0 1.296 3B61 300.0 600.0 0.180 4550.0 0.819 3B62 300.0 600.0 0.180 7050.0 1.269 3B63 300.0 600.0 0.180 4700.0 0.846 3B64 300.0 600.0 0.180 7200.0 1.296 3B65 300.0 600.0 0.180 4550.0 0.819 3B66 300.0 600.0 0.180 7050.0 1.269 3B67 300.0 600.0 0.180 4700.0 0.846 3B68 300.0 600.0 0.180 7200.0 1.296 3B69 300.0 600.0 0.180 2275.0 0.409 3B70 300.0 600.0 0.180 2050.0 0.369 3B71 300.0 600.0 0.180 4550.0 0.819 3B72 300.0 600.0 0.180 7050.0 1.269 3B73 300.0 600.0 0.180 7084.7 1.275 3B74 300.0 600.0 0.180 7113.7 1.280 3B75 300.0 600.0 0.180 4065.8 0.732 3B76 300.0 600.0 0.180 7084.7 1.275 3B77 300.0 600.0 0.180 4009.5 0.722 3B78 300.0 600.0 0.180 6920.0 1.246 3B79 300.0 600.0 0.180 6920.0 1.246 3B80 300.0 600.0 0.180 6920.0 1.246 3B81 300.0 600.0 0.180 6984.3 1.257 3B82 300.0 600.0 0.180 6909.3 1.244 3B83 300.0 600.0 0.180 6909.3 1.244 3B84 300.0 600.0 0.180 7021.9 1.264 3B85 300.0 600.0 0.180 6971.1 1.255 3B86 300.0 600.0 0.180 6949.1 1.251 3B87 300.0 600.0 0.180 7162.5 1.289 3B88 300.0 600.0 0.180 7275.0 1.310 3B89 300.0 600.0 0.180 7275.0 1.310 3B90 300.0 600.0 0.180 7200.0 1.296 3B91 300.0 600.0 0.180 6511.7 1.172 3B92 300.0 600.0 0.180 7050.0 1.269 3B93 300.0 600.0 0.180 7050.0 1.269 3B94 300.0 600.0 0.180 7050.0 1.269 3B95 300.0 600.0 0.180 7125.0 1.283 3B96 300.0 600.0 0.180 7050.0 1.269 3B97 300.0 600.0 0.180 7050.0 1.269 3B98 300.0 600.0 0.180 7050.0 1.269 3B99 300.0 600.0 0.180 7050.0 1.269 3B100 300.0 600.0 0.180 7050.0 1.269 3B101 300.0 600.0 0.180 1762.5 0.317 3B102 300.0 600.0 0.180 2875.0 0.518 3B103 300.0 600.0 0.180 1862.5 0.335 3B104 300.0 600.0 0.180 6975.0 1.256 3B105 300.0 600.0 0.180 6975.0 1.256 3B106 300.0 600.0 0.180 7050.0 1.269 3B107 300.0 600.0 0.180 7050.0 1.269 3B108 300.0 600.0 0.180 7050.0 1.269 3B109 300.0 600.0 0.180 7050.0 1.269 3B110 300.0 600.0 0.180 7050.0 1.269 3B111 300.0 600.0 0.180 1837.5 0.331 3B112 300.0 600.0 0.180 1937.5 0.349 3B113 300.0 600.0 0.180 7050.0 1.269 3B114 300.0 600.0 0.180 7050.0 1.269 3B115 300.0 600.0 0.180 7050.0 1.269 3B116 300.0 600.0 0.180 7050.0 1.269 3B117 300.0 600.0 0.180 7050.0 1.269 3B118 300.0 600.0 0.180 7050.0 1.269 3B119 300.0 600.0 0.180 3764.3 0.678 3B120 300.0 600.0 0.180 3764.3 0.678 3B121 300.0 600.0 0.180 2810.7 0.506 3B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.270
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 3S1 24.840 175.0 4.347 3S2 24.840 175.0 4.347 3S3 24.840 175.0 4.347
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-11
Project: Block_A_revised_beams
3S4 24.840 175.0 4.347 3S5 13.140 175.0 2.300 3S6 13.320 175.0 2.331 3S7 20.520 175.0 3.591 3S11 13.860 175.0 2.426 3S12 13.860 175.0 2.426 3S14 24.840 175.0 4.347 3S15 24.840 175.0 4.347 3S16 38.674 175.0 6.768 3S18 32.321 175.0 5.656 3S19 18.221 175.0 3.189 3S20 24.840 175.0 4.347 3S21 24.840 175.0 4.347 3S22 30.860 175.0 5.401 3S23 27.913 175.0 4.885 3S24 38.435 175.0 6.726 3S25 31.022 175.0 5.429 3S26 30.596 175.0 5.354 3S27 24.840 175.0 4.347 3S28 24.840 175.0 4.347 3S29 2.671 175.0 0.467 3S30 31.837 175.0 5.571 3S31 27.732 175.0 4.853 3S32 34.183 175.0 5.982 3S33 15.054 175.0 2.634 3S34 31.444 175.0 5.503 3S35 24.840 175.0 4.347 3S36 24.840 175.0 4.347 3S37 3.803 175.0 0.666 3S38 30.388 175.0 5.318 3S39 34.755 175.0 6.082 3S40 19.354 175.0 3.387 3S41 11.750 175.0 2.056 3S42 18.000 175.0 3.150 3S43 3.472 175.0 0.608 3S44 34.318 175.0 6.006 3S45 31.217 175.0 5.463 3S46 23.515 175.0 4.115 3S47 20.680 175.0 3.619 3S48 31.680 175.0 5.544 3S49 7.554 175.0 1.322 3S50 23.210 175.0 4.062 3S51 34.054 175.0 5.959 3S52 13.071 175.0 2.287 3S53 23.094 175.0 4.041 3S54 24.840 175.0 4.347 3S55 16.215 175.0 2.838 3S56 16.215 175.0 2.838 3S57 24.840 175.0 4.347 3S58 16.215 175.0 2.838 3S59 24.840 175.0 4.347 3S60 16.215 175.0 2.838 3S61 24.840 175.0 4.347 3S62 20.680 175.0 3.619 3S63 31.680 175.0 5.544 3S64 11.750 175.0 2.056 3S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 3) 461.838 -------- ---------- ---------- ----------- ---------- ----------
Storey: 4 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 4C1 450.0 450.0 0.203 4050.0 0.820 4C2 450.0 450.0 0.203 4050.0 0.820 4C3 450.0 450.0 0.203 4050.0 0.820 4C4 450.0 450.0 0.203 4050.0 0.820 4C5 450.0 450.0 0.203 4050.0 0.820 4C6 450.0 450.0 0.203 4050.0 0.820 4C7 450.0 450.0 0.203 4050.0 0.820 4C8 450.0 450.0 0.203 4050.0 0.820 4C9 450.0 450.0 0.203 4050.0 0.820 4C10 450.0 450.0 0.203 4050.0 0.820 4C11 450.0 450.0 0.203 4050.0 0.820 4C12 450.0 450.0 0.203 4050.0 0.820 4C13 450.0 450.0 0.203 4050.0 0.820 4C14 450.0 450.0 0.203 4050.0 0.820 4C15 450.0 450.0 0.203 4050.0 0.820
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-12
Project: Block_A_revised_beams
4C16 450.0 450.0 0.203 4050.0 0.820 4C17 600.0 600.0 0.360 4050.0 1.458 4C18 450.0 450.0 0.203 4050.0 0.820 4C19 450.0 450.0 0.203 4050.0 0.820 4C20 450.0 450.0 0.203 4050.0 0.820 4C21 450.0 450.0 0.203 4050.0 0.820 4C22 450.0 450.0 0.203 4050.0 0.820 4C23 450.0 450.0 0.203 4050.0 0.820 4C24 450.0 450.0 0.203 4050.0 0.820 4C25 450.0 450.0 0.203 4050.0 0.820 4C26 450.0 450.0 0.203 4050.0 0.820 4C27 450.0 450.0 0.203 4050.0 0.820 4C28 350.0 350.0 0.123 4050.0 0.496 4C29 450.0 450.0 0.203 4050.0 0.820 4C30 450.0 450.0 0.203 4050.0 0.820 4C31 200.0 450.0 0.090 4050.0 0.365 4C32 450.0 450.0 0.203 4050.0 0.820 4C33 450.0 450.0 0.203 4050.0 0.820 4C34 450.0 450.0 0.203 4050.0 0.820 4C35 200.0 450.0 0.090 4050.0 0.365 4C36 450.0 450.0 0.203 4050.0 0.820 4C37 450.0 450.0 0.203 4050.0 0.820 4C38 450.0 450.0 0.203 4050.0 0.820 4C39 450.0 450.0 0.203 4050.0 0.820 4C40 450.0 450.0 0.203 4050.0 0.820 4C41 450.0 450.0 0.203 4050.0 0.820 4C42 200.0 450.0 0.090 4050.0 0.365 4C43 450.0 450.0 0.203 4050.0 0.820 4C44 450.0 450.0 0.203 4050.0 0.820 4C45 450.0 450.0 0.203 4050.0 0.820 4C46 450.0 450.0 0.203 4050.0 0.820 4C47 200.0 450.0 0.090 4050.0 0.365 4C48 450.0 450.0 0.203 4050.0 0.820 4C49 450.0 450.0 0.203 4050.0 0.820 4C50 450.0 450.0 0.203 4050.0 0.820 4C51 200.0 450.0 0.090 4050.0 0.365 4C52 450.0 450.0 0.203 4050.0 0.820 4C53 450.0 450.0 0.203 4050.0 0.820 4C54 450.0 450.0 0.203 4050.0 0.820 4C55 450.0 450.0 0.203 4050.0 0.820 4C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 43.963
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 4W1 7750.0 250.0 1.938 4050.0 7.847 4W2 2220.0 250.0 0.555 4050.0 2.248 4W3 1790.0 250.0 0.448 4050.0 1.812 4W4 1120.0 250.0 0.280 4050.0 1.134 4W5 1144.1 250.0 0.286 4050.0 1.158 4W6 1141.6 250.0 0.285 4050.0 1.156 4W7 3587.9 250.0 0.897 4050.0 3.633 4W8 3405.8 250.0 0.851 4050.0 3.448 4W9 3414.6 250.0 0.854 4050.0 3.457 4W10 3400.0 250.0 0.850 4050.0 3.443 4W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 4B1 300.0 600.0 0.180 7050.0 1.269 4B2 300.0 600.0 0.180 7050.0 1.269 4B3 300.0 600.0 0.180 7200.0 1.296 4B4 300.0 600.0 0.180 7200.0 1.296 4B5 300.0 600.0 0.180 7050.0 1.269 4B6 300.0 600.0 0.180 7050.0 1.269 4B7 300.0 600.0 0.180 7200.0 1.296 4B8 300.0 600.0 0.180 7200.0 1.296 4B9 300.0 600.0 0.180 1560.0 0.281 4B10 300.0 600.0 0.180 1560.0 0.281 4B11 300.0 600.0 0.180 7050.0 1.269 4B12 300.0 600.0 0.180 7050.0 1.269 4B13 300.0 600.0 0.180 2752.9 0.496 4B14 300.0 600.0 0.180 9855.6 1.774 4B15 300.0 600.0 0.180 9333.1 1.680 4B16 300.0 600.0 0.180 7200.0 1.296 4B17 300.0 600.0 0.180 7200.0 1.296 4B18 300.0 600.0 0.180 9279.7 1.670 4B19 300.0 600.0 0.180 9636.7 1.735 4B20 300.0 600.0 0.180 9778.2 1.760
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-13
Project: Block_A_revised_beams
4B21 300.0 600.0 0.180 9156.5 1.648 4B22 300.0 600.0 0.180 9203.4 1.657 4B23 300.0 600.0 0.180 6975.0 1.256 4B24 300.0 600.0 0.180 6975.0 1.256 4B25 300.0 600.0 0.180 685.8 0.123 4B26 300.0 600.0 0.180 9113.0 1.640 4B27 300.0 600.0 0.180 9558.9 1.721 4B28 300.0 600.0 0.180 11177.0 2.012 4B29 300.0 600.0 0.180 9037.8 1.627 4B30 300.0 600.0 0.180 7200.0 1.296 4B31 300.0 600.0 0.180 7200.0 1.296 4B32 300.0 600.0 0.180 938.3 0.169 4B33 300.0 600.0 0.180 8622.2 1.552 4B34 300.0 600.0 0.180 9125.2 1.643 4B35 300.0 600.0 0.180 7982.8 1.437 4B36 300.0 600.0 0.180 8551.6 1.539 4B37 300.0 600.0 0.180 3472.9 0.625 4B38 300.0 600.0 0.180 4550.0 0.819 4B39 300.0 600.0 0.180 4550.0 0.819 4B40 300.0 600.0 0.180 7050.0 1.269 4B41 300.0 600.0 0.180 1191.3 0.214 4B42 300.0 600.0 0.180 8959.4 1.613 4B43 300.0 600.0 0.180 8389.8 1.510 4B44 300.0 600.0 0.180 7410.6 1.334 4B45 300.0 600.0 0.180 4700.0 0.846 4B46 300.0 600.0 0.180 7200.0 1.296 4B47 300.0 600.0 0.180 1511.3 0.272 4B48 300.0 600.0 0.180 8472.8 1.525 4B49 300.0 600.0 0.180 7961.5 1.433 4B50 300.0 600.0 0.180 8324.8 1.498 4B51 300.0 600.0 0.180 3154.6 0.568 4B52 300.0 600.0 0.180 7900.3 1.422 4B53 300.0 600.0 0.180 4550.0 0.819 4B54 300.0 600.0 0.180 7050.0 1.269 4B55 300.0 600.0 0.180 1998.1 0.360 4B56 300.0 600.0 0.180 8258.3 1.486 4B57 300.0 600.0 0.180 7978.7 1.436 4B58 300.0 600.0 0.180 1664.8 0.300 4B59 300.0 600.0 0.180 4700.0 0.846 4B60 300.0 600.0 0.180 7200.0 1.296 4B61 300.0 600.0 0.180 4550.0 0.819 4B62 300.0 600.0 0.180 7050.0 1.269 4B63 300.0 600.0 0.180 4700.0 0.846 4B64 300.0 600.0 0.180 7200.0 1.296 4B65 300.0 600.0 0.180 4550.0 0.819 4B66 300.0 600.0 0.180 7050.0 1.269 4B67 300.0 600.0 0.180 4700.0 0.846 4B68 300.0 600.0 0.180 7200.0 1.296 4B69 300.0 600.0 0.180 2275.0 0.409 4B70 300.0 600.0 0.180 2050.0 0.369 4B71 300.0 600.0 0.180 4550.0 0.819 4B72 300.0 600.0 0.180 7050.0 1.269 4B73 300.0 600.0 0.180 7084.7 1.275 4B74 300.0 600.0 0.180 7113.7 1.280 4B75 300.0 600.0 0.180 4065.8 0.732 4B76 300.0 600.0 0.180 7084.7 1.275 4B77 300.0 600.0 0.180 4009.5 0.722 4B78 300.0 600.0 0.180 7070.0 1.273 4B79 300.0 600.0 0.180 7070.0 1.273 4B80 300.0 600.0 0.180 7070.0 1.273 4B81 300.0 600.0 0.180 7059.3 1.271 4B82 300.0 600.0 0.180 7059.3 1.271 4B83 300.0 600.0 0.180 7059.3 1.271 4B84 300.0 600.0 0.180 7096.9 1.277 4B85 300.0 600.0 0.180 7121.1 1.282 4B86 300.0 600.0 0.180 7099.1 1.278 4B87 300.0 600.0 0.180 7162.5 1.289 4B88 300.0 600.0 0.180 7275.0 1.310 4B89 300.0 600.0 0.180 7275.0 1.310 4B90 300.0 600.0 0.180 7200.0 1.296 4B91 300.0 600.0 0.180 6511.7 1.172 4B92 300.0 600.0 0.180 7050.0 1.269 4B93 300.0 600.0 0.180 7050.0 1.269 4B94 300.0 600.0 0.180 7050.0 1.269 4B95 300.0 600.0 0.180 7125.0 1.283 4B96 300.0 600.0 0.180 7050.0 1.269 4B97 300.0 600.0 0.180 7050.0 1.269 4B98 300.0 600.0 0.180 7050.0 1.269 4B99 300.0 600.0 0.180 7050.0 1.269 4B100 300.0 600.0 0.180 7050.0 1.269 4B101 300.0 600.0 0.180 1762.5 0.317 4B102 300.0 600.0 0.180 2875.0 0.518 4B103 300.0 600.0 0.180 1862.5 0.335 4B104 300.0 600.0 0.180 6975.0 1.256 4B105 300.0 600.0 0.180 6975.0 1.256 4B106 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-14
Project: Block_A_revised_beams
4B107 300.0 600.0 0.180 7050.0 1.269 4B108 300.0 600.0 0.180 7050.0 1.269 4B109 300.0 600.0 0.180 7050.0 1.269 4B110 300.0 600.0 0.180 7050.0 1.269 4B111 300.0 600.0 0.180 1837.5 0.331 4B112 300.0 600.0 0.180 1937.5 0.349 4B113 300.0 600.0 0.180 7050.0 1.269 4B114 300.0 600.0 0.180 7050.0 1.269 4B115 300.0 600.0 0.180 7050.0 1.269 4B116 300.0 600.0 0.180 7050.0 1.269 4B117 300.0 600.0 0.180 7050.0 1.269 4B118 300.0 600.0 0.180 7050.0 1.269 4B119 300.0 600.0 0.180 3764.3 0.678 4B120 300.0 600.0 0.180 3764.3 0.678 4B121 300.0 600.0 0.180 2810.7 0.506 4B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.731
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 4S1 24.840 175.0 4.347 4S2 24.840 175.0 4.347 4S3 24.840 175.0 4.347 4S4 24.840 175.0 4.347 4S5 13.140 175.0 2.300 4S6 13.320 175.0 2.331 4S7 20.520 175.0 3.591 4S11 13.860 175.0 2.426 4S12 13.860 175.0 2.426 4S14 24.840 175.0 4.347 4S15 24.840 175.0 4.347 4S16 38.674 175.0 6.768 4S18 32.321 175.0 5.656 4S19 18.221 175.0 3.189 4S20 24.840 175.0 4.347 4S21 24.840 175.0 4.347 4S22 30.860 175.0 5.401 4S23 27.913 175.0 4.885 4S24 38.435 175.0 6.726 4S25 31.022 175.0 5.429 4S26 30.596 175.0 5.354 4S27 24.840 175.0 4.347 4S28 24.840 175.0 4.347 4S29 2.671 175.0 0.467 4S30 31.837 175.0 5.571 4S31 27.732 175.0 4.853 4S32 34.183 175.0 5.982 4S33 15.054 175.0 2.634 4S34 31.444 175.0 5.503 4S35 24.840 175.0 4.347 4S36 24.840 175.0 4.347 4S37 3.803 175.0 0.666 4S38 30.388 175.0 5.318 4S39 34.755 175.0 6.082 4S40 19.354 175.0 3.387 4S41 11.750 175.0 2.056 4S42 18.000 175.0 3.150 4S43 3.472 175.0 0.608 4S44 34.318 175.0 6.006 4S45 31.217 175.0 5.463 4S46 23.515 175.0 4.115 4S47 20.680 175.0 3.619 4S48 31.680 175.0 5.544 4S49 7.554 175.0 1.322 4S50 23.210 175.0 4.062 4S51 34.054 175.0 5.959 4S52 13.071 175.0 2.287 4S53 23.094 175.0 4.041 4S54 24.840 175.0 4.347 4S55 16.215 175.0 2.838 4S56 16.215 175.0 2.838 4S57 24.840 175.0 4.347 4S58 16.215 175.0 2.838 4S59 24.840 175.0 4.347 4S60 16.215 175.0 2.838 4S61 24.840 175.0 4.347 4S62 20.680 175.0 3.619 4S63 31.680 175.0 5.544 4S64 11.750 175.0 2.056 4S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-15
Project: Block_A_revised_beams
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 4) 455.920 -------- ---------- ---------- ----------- ---------- ----------
Storey: 5 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 5C1 450.0 450.0 0.203 4050.0 0.820 5C2 450.0 450.0 0.203 4050.0 0.820 5C3 450.0 450.0 0.203 4050.0 0.820 5C4 450.0 450.0 0.203 4050.0 0.820 5C5 450.0 450.0 0.203 4050.0 0.820 5C6 450.0 450.0 0.203 4050.0 0.820 5C7 450.0 450.0 0.203 4050.0 0.820 5C8 450.0 450.0 0.203 4050.0 0.820 5C9 450.0 450.0 0.203 4050.0 0.820 5C10 450.0 450.0 0.203 4050.0 0.820 5C11 450.0 450.0 0.203 4050.0 0.820 5C12 450.0 450.0 0.203 4050.0 0.820 5C13 450.0 450.0 0.203 4050.0 0.820 5C14 450.0 450.0 0.203 4050.0 0.820 5C15 450.0 450.0 0.203 4050.0 0.820 5C16 450.0 450.0 0.203 4050.0 0.820 5C17 450.0 450.0 0.203 4050.0 0.820 5C18 450.0 450.0 0.203 4050.0 0.820 5C19 450.0 450.0 0.203 4050.0 0.820 5C20 450.0 450.0 0.203 4050.0 0.820 5C21 450.0 450.0 0.203 4050.0 0.820 5C22 450.0 450.0 0.203 4050.0 0.820 5C23 450.0 450.0 0.203 4050.0 0.820 5C24 450.0 450.0 0.203 4050.0 0.820 5C25 450.0 450.0 0.203 4050.0 0.820 5C26 450.0 450.0 0.203 4050.0 0.820 5C27 450.0 450.0 0.203 4050.0 0.820 5C28 350.0 350.0 0.123 4050.0 0.496 5C29 450.0 450.0 0.203 4050.0 0.820 5C30 450.0 450.0 0.203 4050.0 0.820 5C31 200.0 450.0 0.090 4050.0 0.365 5C32 450.0 450.0 0.203 4050.0 0.820 5C33 450.0 450.0 0.203 4050.0 0.820 5C34 450.0 450.0 0.203 4050.0 0.820 5C35 200.0 450.0 0.090 4050.0 0.365 5C36 450.0 450.0 0.203 4050.0 0.820 5C37 450.0 450.0 0.203 4050.0 0.820 5C38 450.0 450.0 0.203 4050.0 0.820 5C39 450.0 450.0 0.203 4050.0 0.820 5C40 450.0 450.0 0.203 4050.0 0.820 5C41 450.0 450.0 0.203 4050.0 0.820 5C42 200.0 450.0 0.090 4050.0 0.365 5C43 450.0 450.0 0.203 4050.0 0.820 5C44 450.0 450.0 0.203 4050.0 0.820 5C45 450.0 450.0 0.203 4050.0 0.820 5C46 450.0 450.0 0.203 4050.0 0.820 5C47 200.0 450.0 0.090 4050.0 0.365 5C48 450.0 450.0 0.203 4050.0 0.820 5C49 450.0 450.0 0.203 4050.0 0.820 5C50 450.0 450.0 0.203 4050.0 0.820 5C51 200.0 450.0 0.090 4050.0 0.365 5C52 450.0 450.0 0.203 4050.0 0.820 5C53 450.0 450.0 0.203 4050.0 0.820 5C54 450.0 450.0 0.203 4050.0 0.820 5C55 450.0 450.0 0.203 4050.0 0.820 5C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 43.325
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 5W1 7750.0 250.0 1.938 4050.0 7.847 5W2 2220.0 250.0 0.555 4050.0 2.248 5W3 1790.0 250.0 0.448 4050.0 1.812 5W4 1120.0 250.0 0.280 4050.0 1.134 5W5 1144.1 250.0 0.286 4050.0 1.158 5W6 1141.6 250.0 0.285 4050.0 1.156 5W7 3587.9 250.0 0.897 4050.0 3.633 5W8 3405.8 250.0 0.851 4050.0 3.448 5W9 3414.6 250.0 0.854 4050.0 3.457 5W10 3400.0 250.0 0.850 4050.0 3.443 5W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ----------
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-16
Project: Block_A_revised_beams
Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 5B1 300.0 600.0 0.180 7050.0 1.269 5B2 300.0 600.0 0.180 7050.0 1.269 5B3 300.0 600.0 0.180 7200.0 1.296 5B4 300.0 600.0 0.180 7200.0 1.296 5B5 300.0 600.0 0.180 7050.0 1.269 5B6 300.0 600.0 0.180 7050.0 1.269 5B7 300.0 600.0 0.180 7200.0 1.296 5B8 300.0 600.0 0.180 7200.0 1.296 5B9 300.0 600.0 0.180 1560.0 0.281 5B10 300.0 600.0 0.180 1560.0 0.281 5B11 300.0 600.0 0.180 7050.0 1.269 5B12 300.0 600.0 0.180 7050.0 1.269 5B13 300.0 600.0 0.180 2752.9 0.496 5B14 300.0 600.0 0.180 9855.6 1.774 5B15 300.0 600.0 0.180 9333.1 1.680 5B16 300.0 600.0 0.180 7200.0 1.296 5B17 300.0 600.0 0.180 7200.0 1.296 5B18 300.0 600.0 0.180 9279.7 1.670 5B19 300.0 600.0 0.180 9636.7 1.735 5B20 300.0 600.0 0.180 9778.2 1.760 5B21 300.0 600.0 0.180 9156.5 1.648 5B22 300.0 600.0 0.180 9203.4 1.657 5B23 300.0 600.0 0.180 7050.0 1.269 5B24 300.0 600.0 0.180 7050.0 1.269 5B25 300.0 600.0 0.180 685.8 0.123 5B26 300.0 600.0 0.180 9113.0 1.640 5B27 300.0 600.0 0.180 9558.9 1.721 5B28 300.0 600.0 0.180 11177.0 2.012 5B29 300.0 600.0 0.180 9037.8 1.627 5B30 300.0 600.0 0.180 7200.0 1.296 5B31 300.0 600.0 0.180 7200.0 1.296 5B32 300.0 600.0 0.180 938.3 0.169 5B33 300.0 600.0 0.180 8622.2 1.552 5B34 300.0 600.0 0.180 9125.2 1.643 5B35 300.0 600.0 0.180 7982.8 1.437 5B36 300.0 600.0 0.180 8551.6 1.539 5B37 300.0 600.0 0.180 3472.9 0.625 5B38 300.0 600.0 0.180 4550.0 0.819 5B39 300.0 600.0 0.180 4550.0 0.819 5B40 300.0 600.0 0.180 7050.0 1.269 5B41 300.0 600.0 0.180 1191.3 0.214 5B42 300.0 600.0 0.180 8959.4 1.613 5B43 300.0 600.0 0.180 8389.8 1.510 5B44 300.0 600.0 0.180 7410.6 1.334 5B45 300.0 600.0 0.180 4700.0 0.846 5B46 300.0 600.0 0.180 7200.0 1.296 5B47 300.0 600.0 0.180 1511.3 0.272 5B48 300.0 600.0 0.180 8472.8 1.525 5B49 300.0 600.0 0.180 7961.5 1.433 5B50 300.0 600.0 0.180 8324.8 1.498 5B51 300.0 600.0 0.180 3154.6 0.568 5B52 300.0 600.0 0.180 7900.3 1.422 5B53 300.0 600.0 0.180 4550.0 0.819 5B54 300.0 600.0 0.180 7050.0 1.269 5B55 300.0 600.0 0.180 1998.1 0.360 5B56 300.0 600.0 0.180 8258.3 1.486 5B57 300.0 600.0 0.180 7978.7 1.436 5B58 300.0 600.0 0.180 1664.8 0.300 5B59 300.0 600.0 0.180 4700.0 0.846 5B60 300.0 600.0 0.180 7200.0 1.296 5B61 300.0 600.0 0.180 4550.0 0.819 5B62 300.0 600.0 0.180 7050.0 1.269 5B63 300.0 600.0 0.180 4700.0 0.846 5B64 300.0 600.0 0.180 7200.0 1.296 5B65 300.0 600.0 0.180 4550.0 0.819 5B66 300.0 600.0 0.180 7050.0 1.269 5B67 300.0 600.0 0.180 4700.0 0.846 5B68 300.0 600.0 0.180 7200.0 1.296 5B69 300.0 600.0 0.180 2275.0 0.409 5B70 300.0 600.0 0.180 2050.0 0.369 5B71 300.0 600.0 0.180 4550.0 0.819 5B72 300.0 600.0 0.180 7050.0 1.269 5B73 300.0 600.0 0.180 7084.7 1.275 5B74 300.0 600.0 0.180 7113.7 1.280 5B75 300.0 600.0 0.180 4065.8 0.732 5B76 300.0 600.0 0.180 7084.7 1.275 5B77 300.0 600.0 0.180 4009.5 0.722 5B78 300.0 600.0 0.180 7070.0 1.273 5B79 300.0 600.0 0.180 7070.0 1.273 5B80 300.0 600.0 0.180 7070.0 1.273
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-17
Project: Block_A_revised_beams
5B81 300.0 600.0 0.180 7059.3 1.271 5B82 300.0 600.0 0.180 7059.3 1.271 5B83 300.0 600.0 0.180 7059.3 1.271 5B84 300.0 600.0 0.180 7096.9 1.277 5B85 300.0 600.0 0.180 7121.1 1.282 5B86 300.0 600.0 0.180 7099.1 1.278 5B87 300.0 600.0 0.180 7162.5 1.289 5B88 300.0 600.0 0.180 7275.0 1.310 5B89 300.0 600.0 0.180 7275.0 1.310 5B90 300.0 600.0 0.180 7200.0 1.296 5B91 300.0 600.0 0.180 6511.7 1.172 5B92 300.0 600.0 0.180 7050.0 1.269 5B93 300.0 600.0 0.180 7050.0 1.269 5B94 300.0 600.0 0.180 7050.0 1.269 5B95 300.0 600.0 0.180 7125.0 1.283 5B96 300.0 600.0 0.180 7050.0 1.269 5B97 300.0 600.0 0.180 7050.0 1.269 5B98 300.0 600.0 0.180 7050.0 1.269 5B99 300.0 600.0 0.180 7050.0 1.269 5B100 300.0 600.0 0.180 7050.0 1.269 5B101 300.0 600.0 0.180 1762.5 0.317 5B102 300.0 600.0 0.180 2875.0 0.518 5B103 300.0 600.0 0.180 1862.5 0.335 5B104 300.0 600.0 0.180 7050.0 1.269 5B105 300.0 600.0 0.180 7050.0 1.269 5B106 300.0 600.0 0.180 7050.0 1.269 5B107 300.0 600.0 0.180 7050.0 1.269 5B108 300.0 600.0 0.180 7050.0 1.269 5B109 300.0 600.0 0.180 7050.0 1.269 5B110 300.0 600.0 0.180 7050.0 1.269 5B111 300.0 600.0 0.180 1837.5 0.331 5B112 300.0 600.0 0.180 1937.5 0.349 5B113 300.0 600.0 0.180 7050.0 1.269 5B114 300.0 600.0 0.180 7050.0 1.269 5B115 300.0 600.0 0.180 7050.0 1.269 5B116 300.0 600.0 0.180 7050.0 1.269 5B117 300.0 600.0 0.180 7050.0 1.269 5B118 300.0 600.0 0.180 7050.0 1.269 5B119 300.0 600.0 0.180 3764.3 0.678 5B120 300.0 600.0 0.180 3764.3 0.678 5B121 300.0 600.0 0.180 2810.7 0.506 5B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.785
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 5S1 24.840 175.0 4.347 5S2 24.840 175.0 4.347 5S3 24.840 175.0 4.347 5S4 24.840 175.0 4.347 5S5 13.140 175.0 2.300 5S6 13.320 175.0 2.331 5S7 20.520 175.0 3.591 5S11 13.860 175.0 2.426 5S12 13.860 175.0 2.426 5S14 24.840 175.0 4.347 5S15 24.840 175.0 4.347 5S16 38.674 175.0 6.768 5S18 32.321 175.0 5.656 5S19 18.221 175.0 3.189 5S20 24.840 175.0 4.347 5S21 24.840 175.0 4.347 5S22 30.860 175.0 5.401 5S23 27.913 175.0 4.885 5S24 38.435 175.0 6.726 5S25 31.022 175.0 5.429 5S26 30.596 175.0 5.354 5S27 24.840 175.0 4.347 5S28 24.840 175.0 4.347 5S29 2.671 175.0 0.467 5S30 31.837 175.0 5.571 5S31 27.732 175.0 4.853 5S32 34.183 175.0 5.982 5S33 15.054 175.0 2.634 5S34 31.444 175.0 5.503 5S35 24.840 175.0 4.347 5S36 24.840 175.0 4.347 5S37 3.803 175.0 0.666 5S38 30.388 175.0 5.318 5S39 34.755 175.0 6.082 5S40 19.354 175.0 3.387 5S41 11.750 175.0 2.056 5S42 18.000 175.0 3.150
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-18
Project: Block_A_revised_beams
5S43 3.472 175.0 0.608 5S44 34.318 175.0 6.006 5S45 31.217 175.0 5.463 5S46 23.515 175.0 4.115 5S47 20.680 175.0 3.619 5S48 31.680 175.0 5.544 5S49 7.554 175.0 1.322 5S50 23.210 175.0 4.062 5S51 34.054 175.0 5.959 5S52 13.071 175.0 2.287 5S53 23.094 175.0 4.041 5S54 24.840 175.0 4.347 5S55 16.215 175.0 2.838 5S56 16.215 175.0 2.838 5S57 24.840 175.0 4.347 5S58 16.215 175.0 2.838 5S59 24.840 175.0 4.347 5S60 16.215 175.0 2.838 5S61 24.840 175.0 4.347 5S62 20.680 175.0 3.619 5S63 31.680 175.0 5.544 5S64 11.750 175.0 2.056 5S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 5) 455.336 -------- ---------- ---------- ----------- ---------- ----------
Storey: 6 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 6C1 450.0 450.0 0.203 4050.0 0.820 6C2 450.0 450.0 0.203 4050.0 0.820 6C3 450.0 450.0 0.203 4050.0 0.820 6C4 450.0 450.0 0.203 4050.0 0.820 6C5 450.0 450.0 0.203 4050.0 0.820 6C6 450.0 450.0 0.203 4050.0 0.820 6C7 450.0 450.0 0.203 4050.0 0.820 6C8 450.0 450.0 0.203 4050.0 0.820 6C9 450.0 450.0 0.203 4050.0 0.820 6C10 450.0 450.0 0.203 4050.0 0.820 6C11 450.0 450.0 0.203 4050.0 0.820 6C12 450.0 450.0 0.203 4050.0 0.820 6C13 450.0 450.0 0.203 4050.0 0.820 6C14 450.0 450.0 0.203 4050.0 0.820 6C15 450.0 450.0 0.203 4050.0 0.820 6C16 450.0 450.0 0.203 4050.0 0.820 6C17 450.0 450.0 0.203 4050.0 0.820 6C18 450.0 450.0 0.203 4050.0 0.820 6C19 450.0 450.0 0.203 4050.0 0.820 6C20 450.0 450.0 0.203 4050.0 0.820 6C21 450.0 450.0 0.203 4050.0 0.820 6C22 450.0 450.0 0.203 4050.0 0.820 6C23 450.0 450.0 0.203 4050.0 0.820 6C24 450.0 450.0 0.203 4050.0 0.820 6C25 450.0 450.0 0.203 4050.0 0.820 6C26 450.0 450.0 0.203 4050.0 0.820 6C27 450.0 450.0 0.203 4050.0 0.820 6C28 350.0 350.0 0.123 4050.0 0.496 6C29 450.0 450.0 0.203 4050.0 0.820 6C30 450.0 450.0 0.203 4050.0 0.820 6C31 200.0 450.0 0.090 4050.0 0.365 6C32 450.0 450.0 0.203 4050.0 0.820 6C33 450.0 450.0 0.203 4050.0 0.820 6C34 450.0 450.0 0.203 4050.0 0.820 6C35 200.0 450.0 0.090 4050.0 0.365 6C36 450.0 450.0 0.203 4050.0 0.820 6C37 450.0 450.0 0.203 4050.0 0.820 6C38 450.0 450.0 0.203 4050.0 0.820 6C39 450.0 450.0 0.203 4050.0 0.820 6C40 450.0 450.0 0.203 4050.0 0.820 6C41 450.0 450.0 0.203 4050.0 0.820 6C42 200.0 450.0 0.090 4050.0 0.365 6C43 450.0 450.0 0.203 4050.0 0.820 6C44 450.0 450.0 0.203 4050.0 0.820 6C45 450.0 450.0 0.203 4050.0 0.820 6C46 450.0 450.0 0.203 4050.0 0.820 6C47 200.0 450.0 0.090 4050.0 0.365 6C48 450.0 450.0 0.203 4050.0 0.820 6C49 450.0 450.0 0.203 4050.0 0.820
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-19
Project: Block_A_revised_beams
6C50 450.0 450.0 0.203 4050.0 0.820 6C51 200.0 450.0 0.090 4050.0 0.365 6C52 450.0 450.0 0.203 4050.0 0.820 6C53 450.0 450.0 0.203 4050.0 0.820 6C54 450.0 450.0 0.203 4050.0 0.820 6C55 450.0 450.0 0.203 4050.0 0.820 6C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 43.325
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 6W1 7750.0 250.0 1.938 4050.0 7.847 6W2 2220.0 250.0 0.555 4050.0 2.248 6W3 1790.0 250.0 0.448 4050.0 1.812 6W4 1120.0 250.0 0.280 4050.0 1.134 6W5 1144.1 250.0 0.286 4050.0 1.158 6W6 1141.6 250.0 0.285 4050.0 1.156 6W7 3587.9 250.0 0.897 4050.0 3.633 6W8 3405.8 250.0 0.851 4050.0 3.448 6W9 3414.6 250.0 0.854 4050.0 3.457 6W10 3400.0 250.0 0.850 4050.0 3.443 6W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 6B1 300.0 600.0 0.180 7050.0 1.269 6B2 300.0 600.0 0.180 7050.0 1.269 6B3 300.0 600.0 0.180 7200.0 1.296 6B4 300.0 600.0 0.180 7200.0 1.296 6B5 300.0 600.0 0.180 7050.0 1.269 6B6 300.0 600.0 0.180 7050.0 1.269 6B7 300.0 600.0 0.180 7200.0 1.296 6B8 300.0 600.0 0.180 7200.0 1.296 6B9 300.0 600.0 0.180 1560.0 0.281 6B10 300.0 600.0 0.180 1560.0 0.281 6B11 300.0 600.0 0.180 7050.0 1.269 6B12 300.0 600.0 0.180 7050.0 1.269 6B13 300.0 600.0 0.180 2752.9 0.496 6B14 300.0 600.0 0.180 9855.6 1.774 6B15 300.0 600.0 0.180 9333.1 1.680 6B16 300.0 600.0 0.180 7200.0 1.296 6B17 300.0 600.0 0.180 7200.0 1.296 6B18 300.0 600.0 0.180 9279.7 1.670 6B19 300.0 600.0 0.180 9636.7 1.735 6B20 300.0 600.0 0.180 9778.2 1.760 6B21 300.0 600.0 0.180 9156.5 1.648 6B22 300.0 600.0 0.180 9203.4 1.657 6B23 300.0 600.0 0.180 7050.0 1.269 6B24 300.0 600.0 0.180 7050.0 1.269 6B25 300.0 600.0 0.180 685.8 0.123 6B26 300.0 600.0 0.180 9113.0 1.640 6B27 300.0 600.0 0.180 9558.9 1.721 6B28 300.0 600.0 0.180 11177.0 2.012 6B29 300.0 600.0 0.180 9037.8 1.627 6B30 300.0 600.0 0.180 7200.0 1.296 6B31 300.0 600.0 0.180 7200.0 1.296 6B32 300.0 600.0 0.180 938.3 0.169 6B33 300.0 600.0 0.180 8622.2 1.552 6B34 300.0 600.0 0.180 9125.2 1.643 6B35 300.0 600.0 0.180 7982.8 1.437 6B36 300.0 600.0 0.180 8551.6 1.539 6B37 300.0 600.0 0.180 3472.9 0.625 6B38 300.0 600.0 0.180 4550.0 0.819 6B39 300.0 600.0 0.180 4550.0 0.819 6B40 300.0 600.0 0.180 7050.0 1.269 6B41 300.0 600.0 0.180 1191.3 0.214 6B42 300.0 600.0 0.180 8959.4 1.613 6B43 300.0 600.0 0.180 8389.8 1.510 6B44 300.0 600.0 0.180 7410.6 1.334 6B45 300.0 600.0 0.180 4700.0 0.846 6B46 300.0 600.0 0.180 7200.0 1.296 6B47 300.0 600.0 0.180 1511.3 0.272 6B48 300.0 600.0 0.180 8472.8 1.525 6B49 300.0 600.0 0.180 7961.5 1.433 6B50 300.0 600.0 0.180 8324.8 1.498 6B51 300.0 600.0 0.180 3154.6 0.568 6B52 300.0 600.0 0.180 7900.3 1.422 6B53 300.0 600.0 0.180 4550.0 0.819 6B54 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-20
Project: Block_A_revised_beams
6B55 300.0 600.0 0.180 1998.1 0.360 6B56 300.0 600.0 0.180 8258.3 1.486 6B57 300.0 600.0 0.180 7978.7 1.436 6B58 300.0 600.0 0.180 1664.8 0.300 6B59 300.0 600.0 0.180 4700.0 0.846 6B60 300.0 600.0 0.180 7200.0 1.296 6B61 300.0 600.0 0.180 4550.0 0.819 6B62 300.0 600.0 0.180 7050.0 1.269 6B63 300.0 600.0 0.180 4700.0 0.846 6B64 300.0 600.0 0.180 7200.0 1.296 6B65 300.0 600.0 0.180 4550.0 0.819 6B66 300.0 600.0 0.180 7050.0 1.269 6B67 300.0 600.0 0.180 4700.0 0.846 6B68 300.0 600.0 0.180 7200.0 1.296 6B69 300.0 600.0 0.180 2275.0 0.409 6B70 300.0 600.0 0.180 2050.0 0.369 6B71 300.0 600.0 0.180 4550.0 0.819 6B72 300.0 600.0 0.180 7050.0 1.269 6B73 300.0 600.0 0.180 7084.7 1.275 6B74 300.0 600.0 0.180 7113.7 1.280 6B75 300.0 600.0 0.180 4065.8 0.732 6B76 300.0 600.0 0.180 7084.7 1.275 6B77 300.0 600.0 0.180 4009.5 0.722 6B78 300.0 600.0 0.180 7070.0 1.273 6B79 300.0 600.0 0.180 7070.0 1.273 6B80 300.0 600.0 0.180 7070.0 1.273 6B81 300.0 600.0 0.180 7059.3 1.271 6B82 300.0 600.0 0.180 7059.3 1.271 6B83 300.0 600.0 0.180 7059.3 1.271 6B84 300.0 600.0 0.180 7096.9 1.277 6B85 300.0 600.0 0.180 7121.1 1.282 6B86 300.0 600.0 0.180 7099.1 1.278 6B87 300.0 600.0 0.180 7162.5 1.289 6B88 300.0 600.0 0.180 7275.0 1.310 6B89 300.0 600.0 0.180 7275.0 1.310 6B90 300.0 600.0 0.180 7200.0 1.296 6B91 300.0 600.0 0.180 6511.7 1.172 6B92 300.0 600.0 0.180 7050.0 1.269 6B93 300.0 600.0 0.180 7050.0 1.269 6B94 300.0 600.0 0.180 7050.0 1.269 6B95 300.0 600.0 0.180 7125.0 1.283 6B96 300.0 600.0 0.180 7050.0 1.269 6B97 300.0 600.0 0.180 7050.0 1.269 6B98 300.0 600.0 0.180 7050.0 1.269 6B99 300.0 600.0 0.180 7050.0 1.269 6B100 300.0 600.0 0.180 7050.0 1.269 6B101 300.0 600.0 0.180 1762.5 0.317 6B102 300.0 600.0 0.180 2875.0 0.518 6B103 300.0 600.0 0.180 1862.5 0.335 6B104 300.0 600.0 0.180 7050.0 1.269 6B105 300.0 600.0 0.180 7050.0 1.269 6B106 300.0 600.0 0.180 7050.0 1.269 6B107 300.0 600.0 0.180 7050.0 1.269 6B108 300.0 600.0 0.180 7050.0 1.269 6B109 300.0 600.0 0.180 7050.0 1.269 6B110 300.0 600.0 0.180 7050.0 1.269 6B111 300.0 600.0 0.180 1837.5 0.331 6B112 300.0 600.0 0.180 1937.5 0.349 6B113 300.0 600.0 0.180 7050.0 1.269 6B114 300.0 600.0 0.180 7050.0 1.269 6B115 300.0 600.0 0.180 7050.0 1.269 6B116 300.0 600.0 0.180 7050.0 1.269 6B117 300.0 600.0 0.180 7050.0 1.269 6B118 300.0 600.0 0.180 7050.0 1.269 6B119 300.0 600.0 0.180 3764.3 0.678 6B120 300.0 600.0 0.180 3764.3 0.678 6B121 300.0 600.0 0.180 2810.7 0.506 6B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.785
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 6S1 24.840 175.0 4.347 6S2 24.840 175.0 4.347 6S3 24.840 175.0 4.347 6S4 24.840 175.0 4.347 6S5 13.140 175.0 2.300 6S6 13.320 175.0 2.331 6S7 20.520 175.0 3.591 6S11 13.860 175.0 2.426 6S12 13.860 175.0 2.426 6S14 24.840 175.0 4.347 6S15 24.840 175.0 4.347
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-21
Project: Block_A_revised_beams
6S16 38.674 175.0 6.768 6S18 32.321 175.0 5.656 6S19 18.221 175.0 3.189 6S20 24.840 175.0 4.347 6S21 24.840 175.0 4.347 6S22 30.860 175.0 5.401 6S23 27.913 175.0 4.885 6S24 38.435 175.0 6.726 6S25 31.022 175.0 5.429 6S26 30.596 175.0 5.354 6S27 24.840 175.0 4.347 6S28 24.840 175.0 4.347 6S29 2.671 175.0 0.467 6S30 31.837 175.0 5.571 6S31 27.732 175.0 4.853 6S32 34.183 175.0 5.982 6S33 15.054 175.0 2.634 6S34 31.444 175.0 5.503 6S35 24.840 175.0 4.347 6S36 24.840 175.0 4.347 6S37 3.803 175.0 0.666 6S38 30.388 175.0 5.318 6S39 34.755 175.0 6.082 6S40 19.354 175.0 3.387 6S41 11.750 175.0 2.056 6S42 18.000 175.0 3.150 6S43 3.472 175.0 0.608 6S44 34.318 175.0 6.006 6S45 31.217 175.0 5.463 6S46 23.515 175.0 4.115 6S47 20.680 175.0 3.619 6S48 31.680 175.0 5.544 6S49 7.554 175.0 1.322 6S50 23.210 175.0 4.062 6S51 34.054 175.0 5.959 6S52 13.071 175.0 2.287 6S53 23.094 175.0 4.041 6S54 24.840 175.0 4.347 6S55 16.215 175.0 2.838 6S56 16.215 175.0 2.838 6S57 24.840 175.0 4.347 6S58 16.215 175.0 2.838 6S59 24.840 175.0 4.347 6S60 16.215 175.0 2.838 6S61 24.840 175.0 4.347 6S62 20.680 175.0 3.619 6S63 31.680 175.0 5.544 6S64 11.750 175.0 2.056 6S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 6) 455.336 -------- ---------- ---------- ----------- ---------- ----------
Storey: 7 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 7C1 450.0 450.0 0.203 4050.0 0.820 7C2 450.0 450.0 0.203 4050.0 0.820 7C3 450.0 450.0 0.203 4050.0 0.820 7C4 450.0 450.0 0.203 4050.0 0.820 7C5 450.0 450.0 0.203 4050.0 0.820 7C6 450.0 450.0 0.203 4050.0 0.820 7C7 450.0 450.0 0.203 4050.0 0.820 7C8 450.0 450.0 0.203 4050.0 0.820 7C9 450.0 450.0 0.203 4050.0 0.820 7C10 450.0 450.0 0.203 4050.0 0.820 7C11 450.0 450.0 0.203 4050.0 0.820 7C12 450.0 450.0 0.203 4050.0 0.820 7C13 450.0 450.0 0.203 4050.0 0.820 7C14 450.0 450.0 0.203 4050.0 0.820 7C15 450.0 450.0 0.203 4050.0 0.820 7C16 450.0 450.0 0.203 4050.0 0.820 7C17 450.0 450.0 0.203 4050.0 0.820 7C18 450.0 450.0 0.203 4050.0 0.820 7C19 450.0 450.0 0.203 4050.0 0.820 7C20 450.0 450.0 0.203 4050.0 0.820 7C21 450.0 450.0 0.203 4050.0 0.820 7C22 450.0 450.0 0.203 4050.0 0.820 7C23 450.0 450.0 0.203 4050.0 0.820
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-22
Project: Block_A_revised_beams
7C24 450.0 450.0 0.203 4050.0 0.820 7C25 450.0 450.0 0.203 4050.0 0.820 7C26 450.0 450.0 0.203 4050.0 0.820 7C27 450.0 450.0 0.203 4050.0 0.820 7C28 350.0 350.0 0.123 4050.0 0.496 7C29 450.0 450.0 0.203 4050.0 0.820 7C30 450.0 450.0 0.203 4050.0 0.820 7C31 200.0 450.0 0.090 4050.0 0.365 7C32 450.0 450.0 0.203 4050.0 0.820 7C33 450.0 450.0 0.203 4050.0 0.820 7C34 450.0 450.0 0.203 4050.0 0.820 7C35 200.0 450.0 0.090 4050.0 0.365 7C36 450.0 450.0 0.203 4050.0 0.820 7C37 450.0 450.0 0.203 4050.0 0.820 7C38 450.0 450.0 0.203 4050.0 0.820 7C39 450.0 450.0 0.203 4050.0 0.820 7C40 450.0 450.0 0.203 4050.0 0.820 7C41 450.0 450.0 0.203 4050.0 0.820 7C42 200.0 450.0 0.090 4050.0 0.365 7C43 450.0 450.0 0.203 4050.0 0.820 7C44 450.0 450.0 0.203 4050.0 0.820 7C45 450.0 450.0 0.203 4050.0 0.820 7C46 450.0 450.0 0.203 4050.0 0.820 7C47 200.0 450.0 0.090 4050.0 0.365 7C48 450.0 450.0 0.203 4050.0 0.820 7C49 450.0 450.0 0.203 4050.0 0.820 7C50 450.0 450.0 0.203 4050.0 0.820 7C51 200.0 450.0 0.090 4050.0 0.365 7C52 450.0 450.0 0.203 4050.0 0.820 7C53 450.0 450.0 0.203 4050.0 0.820 7C54 450.0 450.0 0.203 4050.0 0.820 7C55 450.0 450.0 0.203 4050.0 0.820 7C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 43.325
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 7W1 7750.0 250.0 1.938 4050.0 7.847 7W2 2220.0 250.0 0.555 4050.0 2.248 7W3 1790.0 250.0 0.448 4050.0 1.812 7W4 1120.0 250.0 0.280 4050.0 1.134 7W5 1144.1 250.0 0.286 4050.0 1.158 7W6 1141.6 250.0 0.285 4050.0 1.156 7W7 3587.9 250.0 0.897 4050.0 3.633 7W8 3405.8 250.0 0.851 4050.0 3.448 7W9 3414.6 250.0 0.854 4050.0 3.457 7W10 3400.0 250.0 0.850 4050.0 3.443 7W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 7B1 300.0 600.0 0.180 7050.0 1.269 7B2 300.0 600.0 0.180 7050.0 1.269 7B3 300.0 600.0 0.180 7200.0 1.296 7B4 300.0 600.0 0.180 7200.0 1.296 7B5 300.0 600.0 0.180 7050.0 1.269 7B6 300.0 600.0 0.180 7050.0 1.269 7B7 300.0 600.0 0.180 7200.0 1.296 7B8 300.0 600.0 0.180 7200.0 1.296 7B9 300.0 600.0 0.180 1560.0 0.281 7B10 300.0 600.0 0.180 1560.0 0.281 7B11 300.0 600.0 0.180 7050.0 1.269 7B12 300.0 600.0 0.180 7050.0 1.269 7B13 300.0 600.0 0.180 2752.9 0.496 7B14 300.0 600.0 0.180 9855.6 1.774 7B15 300.0 600.0 0.180 9333.1 1.680 7B16 300.0 600.0 0.180 7200.0 1.296 7B17 300.0 600.0 0.180 7200.0 1.296 7B18 300.0 600.0 0.180 9279.7 1.670 7B19 300.0 600.0 0.180 9636.7 1.735 7B20 300.0 600.0 0.180 9778.2 1.760 7B21 300.0 600.0 0.180 9156.5 1.648 7B22 300.0 600.0 0.180 9203.4 1.657 7B23 300.0 600.0 0.180 7050.0 1.269 7B24 300.0 600.0 0.180 7050.0 1.269 7B25 300.0 600.0 0.180 685.8 0.123 7B26 300.0 600.0 0.180 9113.0 1.640 7B27 300.0 600.0 0.180 9558.9 1.721 7B28 300.0 600.0 0.180 11177.0 2.012
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-23
Project: Block_A_revised_beams
7B29 300.0 600.0 0.180 9037.8 1.627 7B30 300.0 600.0 0.180 7200.0 1.296 7B31 300.0 600.0 0.180 7200.0 1.296 7B32 300.0 600.0 0.180 938.3 0.169 7B33 300.0 600.0 0.180 8622.2 1.552 7B34 300.0 600.0 0.180 9125.2 1.643 7B35 300.0 600.0 0.180 7982.8 1.437 7B36 300.0 600.0 0.180 8551.6 1.539 7B37 300.0 600.0 0.180 3472.9 0.625 7B38 300.0 600.0 0.180 4550.0 0.819 7B39 300.0 600.0 0.180 4550.0 0.819 7B40 300.0 600.0 0.180 7050.0 1.269 7B41 300.0 600.0 0.180 1191.3 0.214 7B42 300.0 600.0 0.180 8959.4 1.613 7B43 300.0 600.0 0.180 8389.8 1.510 7B44 300.0 600.0 0.180 7410.6 1.334 7B45 300.0 600.0 0.180 4700.0 0.846 7B46 300.0 600.0 0.180 7200.0 1.296 7B47 300.0 600.0 0.180 1511.3 0.272 7B48 300.0 600.0 0.180 8472.8 1.525 7B49 300.0 600.0 0.180 7961.5 1.433 7B50 300.0 600.0 0.180 8324.8 1.498 7B51 300.0 600.0 0.180 3154.6 0.568 7B52 300.0 600.0 0.180 7900.3 1.422 7B53 300.0 600.0 0.180 4550.0 0.819 7B54 300.0 600.0 0.180 7050.0 1.269 7B55 300.0 600.0 0.180 1998.1 0.360 7B56 300.0 600.0 0.180 8258.3 1.486 7B57 300.0 600.0 0.180 7978.7 1.436 7B58 300.0 600.0 0.180 1664.8 0.300 7B59 300.0 600.0 0.180 4700.0 0.846 7B60 300.0 600.0 0.180 7200.0 1.296 7B61 300.0 600.0 0.180 4550.0 0.819 7B62 300.0 600.0 0.180 7050.0 1.269 7B63 300.0 600.0 0.180 4700.0 0.846 7B64 300.0 600.0 0.180 7200.0 1.296 7B65 300.0 600.0 0.180 4550.0 0.819 7B66 300.0 600.0 0.180 7050.0 1.269 7B67 300.0 600.0 0.180 4700.0 0.846 7B68 300.0 600.0 0.180 7200.0 1.296 7B69 300.0 600.0 0.180 2275.0 0.409 7B70 300.0 600.0 0.180 2050.0 0.369 7B71 300.0 600.0 0.180 4550.0 0.819 7B72 300.0 600.0 0.180 7050.0 1.269 7B73 300.0 600.0 0.180 7084.7 1.275 7B74 300.0 600.0 0.180 7113.7 1.280 7B75 300.0 600.0 0.180 4065.8 0.732 7B76 300.0 600.0 0.180 7084.7 1.275 7B77 300.0 600.0 0.180 4009.5 0.722 7B78 300.0 600.0 0.180 7070.0 1.273 7B79 300.0 600.0 0.180 7070.0 1.273 7B80 300.0 600.0 0.180 7070.0 1.273 7B81 300.0 600.0 0.180 7059.3 1.271 7B82 300.0 600.0 0.180 7059.3 1.271 7B83 300.0 600.0 0.180 7059.3 1.271 7B84 300.0 600.0 0.180 7096.9 1.277 7B85 300.0 600.0 0.180 7121.1 1.282 7B86 300.0 600.0 0.180 7099.1 1.278 7B87 300.0 600.0 0.180 7162.5 1.289 7B88 300.0 600.0 0.180 7275.0 1.310 7B89 300.0 600.0 0.180 7275.0 1.310 7B90 300.0 600.0 0.180 7200.0 1.296 7B91 300.0 600.0 0.180 6511.7 1.172 7B92 300.0 600.0 0.180 7050.0 1.269 7B93 300.0 600.0 0.180 7050.0 1.269 7B94 300.0 600.0 0.180 7050.0 1.269 7B95 300.0 600.0 0.180 7125.0 1.283 7B96 300.0 600.0 0.180 7050.0 1.269 7B97 300.0 600.0 0.180 7050.0 1.269 7B98 300.0 600.0 0.180 7050.0 1.269 7B99 300.0 600.0 0.180 7050.0 1.269 7B100 300.0 600.0 0.180 7050.0 1.269 7B101 300.0 600.0 0.180 1762.5 0.317 7B102 300.0 600.0 0.180 2875.0 0.518 7B103 300.0 600.0 0.180 1862.5 0.335 7B104 300.0 600.0 0.180 7050.0 1.269 7B105 300.0 600.0 0.180 7050.0 1.269 7B106 300.0 600.0 0.180 7050.0 1.269 7B107 300.0 600.0 0.180 7050.0 1.269 7B108 300.0 600.0 0.180 7050.0 1.269 7B109 300.0 600.0 0.180 7050.0 1.269 7B110 300.0 600.0 0.180 7050.0 1.269 7B111 300.0 600.0 0.180 1837.5 0.331 7B112 300.0 600.0 0.180 1937.5 0.349 7B113 300.0 600.0 0.180 7050.0 1.269 7B114 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-24
Project: Block_A_revised_beams
7B115 300.0 600.0 0.180 7050.0 1.269 7B116 300.0 600.0 0.180 7050.0 1.269 7B117 300.0 600.0 0.180 7050.0 1.269 7B118 300.0 600.0 0.180 7050.0 1.269 7B119 300.0 600.0 0.180 3764.3 0.678 7B120 300.0 600.0 0.180 3764.3 0.678 7B121 300.0 600.0 0.180 2810.7 0.506 7B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 138.785
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 7S1 24.840 175.0 4.347 7S2 24.840 175.0 4.347 7S3 24.840 175.0 4.347 7S4 24.840 175.0 4.347 7S5 13.140 175.0 2.300 7S6 13.320 175.0 2.331 7S7 20.520 175.0 3.591 7S11 13.860 175.0 2.426 7S12 13.860 175.0 2.426 7S14 24.840 175.0 4.347 7S15 24.840 175.0 4.347 7S16 38.674 175.0 6.768 7S18 32.321 175.0 5.656 7S19 18.221 175.0 3.189 7S20 24.840 175.0 4.347 7S21 24.840 175.0 4.347 7S22 30.860 175.0 5.401 7S23 27.913 175.0 4.885 7S24 38.435 175.0 6.726 7S25 31.022 175.0 5.429 7S26 30.596 175.0 5.354 7S27 24.840 175.0 4.347 7S28 24.840 175.0 4.347 7S29 2.671 175.0 0.467 7S30 31.837 175.0 5.571 7S31 27.732 175.0 4.853 7S32 34.183 175.0 5.982 7S33 15.054 175.0 2.634 7S34 31.444 175.0 5.503 7S35 24.840 175.0 4.347 7S36 24.840 175.0 4.347 7S37 3.803 175.0 0.666 7S38 30.388 175.0 5.318 7S39 34.755 175.0 6.082 7S40 19.354 175.0 3.387 7S41 11.750 175.0 2.056 7S42 18.000 175.0 3.150 7S43 3.472 175.0 0.608 7S44 34.318 175.0 6.006 7S45 31.217 175.0 5.463 7S46 23.515 175.0 4.115 7S47 20.680 175.0 3.619 7S48 31.680 175.0 5.544 7S49 7.554 175.0 1.322 7S50 23.210 175.0 4.062 7S51 34.054 175.0 5.959 7S52 13.071 175.0 2.287 7S53 23.094 175.0 4.041 7S54 24.840 175.0 4.347 7S55 16.215 175.0 2.838 7S56 16.215 175.0 2.838 7S57 24.840 175.0 4.347 7S58 16.215 175.0 2.838 7S59 24.840 175.0 4.347 7S60 16.215 175.0 2.838 7S61 24.840 175.0 4.347 7S62 20.680 175.0 3.619 7S63 31.680 175.0 5.544 7S64 11.750 175.0 2.056 7S65 18.000 175.0 3.150 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 240.448
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 7) 455.336 -------- ---------- ---------- ----------- ---------- ----------
Storey: 8 ---------
Columns:
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-25
Project: Block_A_revised_beams
b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 8C1 500.0 450.0 0.225 4050.0 0.911 8C2 450.0 450.0 0.203 4050.0 0.820 8C3 450.0 450.0 0.203 4050.0 0.820 8C4 450.0 450.0 0.203 4050.0 0.820 8C5 450.0 450.0 0.203 4050.0 0.820 8C6 450.0 450.0 0.203 4050.0 0.820 8C8 450.0 450.0 0.203 4050.0 0.820 8C9 450.0 450.0 0.203 4050.0 0.820 8C10 450.0 450.0 0.203 4050.0 0.820 8C11 450.0 450.0 0.203 4050.0 0.820 8C13 450.0 450.0 0.203 4050.0 0.820 8C14 450.0 450.0 0.203 4050.0 0.820 8C16 450.0 450.0 0.203 4050.0 0.820 8C17 450.0 450.0 0.203 4050.0 0.820 8C18 450.0 450.0 0.203 4050.0 0.820 8C19 450.0 450.0 0.203 4050.0 0.820 8C21 450.0 450.0 0.203 4050.0 0.820 8C22 450.0 450.0 0.203 4050.0 0.820 8C23 450.0 450.0 0.203 4050.0 0.820 8C24 450.0 450.0 0.203 4050.0 0.820 8C25 450.0 450.0 0.203 4050.0 0.820 8C26 450.0 450.0 0.203 4050.0 0.820 8C27 450.0 450.0 0.203 4050.0 0.820 8C28 350.0 350.0 0.123 4050.0 0.496 8C30 450.0 450.0 0.203 4050.0 0.820 8C31 200.0 450.0 0.090 4050.0 0.365 8C32 450.0 450.0 0.203 4050.0 0.820 8C33 450.0 450.0 0.203 4050.0 0.820 8C34 450.0 450.0 0.203 4050.0 0.820 8C35 200.0 450.0 0.090 4050.0 0.365 8C36 450.0 450.0 0.203 4050.0 0.820 8C37 450.0 450.0 0.203 4050.0 0.820 8C38 450.0 450.0 0.203 4050.0 0.820 8C39 450.0 450.0 0.203 4050.0 0.820 8C41 450.0 450.0 0.203 4050.0 0.820 8C42 200.0 450.0 0.090 4050.0 0.365 8C43 450.0 450.0 0.203 4050.0 0.820 8C44 450.0 450.0 0.203 4050.0 0.820 8C45 450.0 450.0 0.203 4050.0 0.820 8C46 450.0 450.0 0.203 4050.0 0.820 8C47 200.0 450.0 0.090 4050.0 0.365 8C48 450.0 450.0 0.203 4050.0 0.820 8C49 450.0 450.0 0.203 4050.0 0.820 8C50 450.0 450.0 0.203 4050.0 0.820 8C51 200.0 450.0 0.090 4050.0 0.365 8C52 450.0 450.0 0.203 4050.0 0.820 8C53 450.0 450.0 0.203 4050.0 0.820 8C54 450.0 450.0 0.203 4050.0 0.820 8C55 450.0 450.0 0.203 4050.0 0.820 8C56 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 38.495
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 8W1 7750.0 250.0 1.938 4050.0 7.847 8W2 2220.0 250.0 0.555 4050.0 2.248 8W3 1790.0 250.0 0.448 4050.0 1.812 8W4 1120.0 250.0 0.280 4050.0 1.134 8W5 1144.1 250.0 0.286 4050.0 1.158 8W6 1141.6 250.0 0.285 4050.0 1.156 8W7 3587.9 250.0 0.897 4050.0 3.633 8W8 3405.8 250.0 0.851 4050.0 3.448 8W9 3414.6 250.0 0.854 4050.0 3.457 8W10 3400.0 250.0 0.850 4050.0 3.443 8W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 32.779
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 8B1 300.0 600.0 0.180 7000.0 1.260 8B2 300.0 600.0 0.180 7050.0 1.269 8B3 300.0 600.0 0.180 7200.0 1.296 8B4 300.0 600.0 0.180 7200.0 1.296 8B5 300.0 600.0 0.180 7050.0 1.269 8B6 300.0 600.0 0.180 7050.0 1.269 8B7 300.0 600.0 0.180 7200.0 1.296 8B8 300.0 600.0 0.180 7200.0 1.296
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-26
Project: Block_A_revised_beams
8B9 300.0 600.0 0.180 1560.0 0.281 8B10 300.0 600.0 0.180 1560.0 0.281 8B11 300.0 600.0 0.180 7050.0 1.269 8B12 300.0 600.0 0.180 7050.0 1.269 8B13 300.0 600.0 0.180 2752.9 0.496 8B15 300.0 600.0 0.180 9333.1 1.680 8B16 300.0 600.0 0.180 7200.0 1.296 8B17 300.0 600.0 0.180 7200.0 1.296 8B18 300.0 600.0 0.180 9279.7 1.670 8B21 300.0 600.0 0.180 9156.5 1.648 8B23 300.0 600.0 0.180 7050.0 1.269 8B24 300.0 600.0 0.180 7050.0 1.269 8B25 300.0 600.0 0.180 685.8 0.123 8B26 300.0 600.0 0.180 9113.0 1.640 8B28 300.0 600.0 0.180 11177.0 2.012 8B30 300.0 600.0 0.180 7200.0 1.296 8B31 300.0 600.0 0.180 7200.0 1.296 8B32 300.0 600.0 0.180 938.3 0.169 8B33 300.0 600.0 0.180 8622.2 1.552 8B35 300.0 600.0 0.180 7982.8 1.437 8B37 300.0 600.0 0.180 3472.9 0.625 8B38 300.0 600.0 0.180 4550.0 0.819 8B39 300.0 600.0 0.180 4550.0 0.819 8B40 300.0 600.0 0.180 7050.0 1.269 8B41 300.0 600.0 0.180 1191.3 0.214 8B43 300.0 600.0 0.180 8389.8 1.510 8B44 300.0 600.0 0.180 7410.6 1.334 8B45 300.0 600.0 0.180 4700.0 0.846 8B46 300.0 600.0 0.180 7200.0 1.296 8B47 300.0 600.0 0.180 1511.3 0.272 8B49 300.0 600.0 0.180 7961.5 1.433 8B51 300.0 600.0 0.180 3154.6 0.568 8B53 300.0 600.0 0.180 4550.0 0.819 8B54 300.0 600.0 0.180 7050.0 1.269 8B55 300.0 600.0 0.180 1998.1 0.360 8B58 300.0 600.0 0.180 1664.8 0.300 8B59 300.0 600.0 0.180 4700.0 0.846 8B60 300.0 600.0 0.180 7200.0 1.296 8B61 300.0 600.0 0.180 4550.0 0.819 8B62 300.0 600.0 0.180 7050.0 1.269 8B63 300.0 600.0 0.180 4700.0 0.846 8B64 300.0 600.0 0.180 7200.0 1.296 8B65 300.0 600.0 0.180 4550.0 0.819 8B66 300.0 600.0 0.180 7050.0 1.269 8B67 300.0 600.0 0.180 4700.0 0.846 8B68 300.0 600.0 0.180 7200.0 1.296 8B69 300.0 600.0 0.180 2275.0 0.409 8B70 300.0 600.0 0.180 2050.0 0.369 8B71 300.0 600.0 0.180 4550.0 0.819 8B72 300.0 600.0 0.180 7050.0 1.269 8B74 300.0 600.0 0.180 7113.7 1.280 8B75 300.0 600.0 0.180 4065.8 0.732 8B76 300.0 600.0 0.180 7084.7 1.275 8B77 300.0 600.0 0.180 4089.5 0.736 8B82 300.0 600.0 0.180 7059.3 1.271 8B83 300.0 600.0 0.180 7059.3 1.271 8B84 300.0 600.0 0.180 7096.9 1.277 8B85 300.0 600.0 0.180 7121.1 1.282 8B86 300.0 600.0 0.180 7099.1 1.278 8B87 300.0 600.0 0.180 7162.5 1.289 8B88 300.0 600.0 0.180 7275.0 1.310 8B89 300.0 600.0 0.180 7275.0 1.310 8B90 300.0 600.0 0.180 7200.0 1.296 8B91 300.0 600.0 0.180 6511.7 1.172 8B92 300.0 600.0 0.180 7050.0 1.269 8B93 300.0 600.0 0.180 7050.0 1.269 8B94 300.0 600.0 0.180 7050.0 1.269 8B95 300.0 600.0 0.180 7125.0 1.283 8B96 300.0 600.0 0.180 7050.0 1.269 8B97 300.0 600.0 0.180 7050.0 1.269 8B98 300.0 600.0 0.180 7050.0 1.269 8B99 300.0 600.0 0.180 7050.0 1.269 8B100 300.0 600.0 0.180 7050.0 1.269 8B101 300.0 600.0 0.180 1762.5 0.317 8B102 300.0 600.0 0.180 2875.0 0.518 8B103 300.0 600.0 0.180 1862.5 0.335 8B104 300.0 600.0 0.180 7050.0 1.269 8B105 300.0 600.0 0.180 7050.0 1.269 8B106 300.0 600.0 0.180 7050.0 1.269 8B107 300.0 600.0 0.180 7050.0 1.269 8B108 300.0 600.0 0.180 7050.0 1.269 8B109 300.0 600.0 0.180 7050.0 1.269 8B110 300.0 600.0 0.180 7050.0 1.269 8B111 300.0 600.0 0.180 1837.5 0.331 8B112 300.0 600.0 0.180 1937.5 0.349 8B113 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-27
Project: Block_A_revised_beams
8B114 300.0 600.0 0.180 7050.0 1.269 8B115 300.0 600.0 0.180 7050.0 1.269 8B116 300.0 600.0 0.180 7050.0 1.269 8B117 300.0 600.0 0.180 7050.0 1.269 8B118 300.0 600.0 0.180 7050.0 1.269 8B119 300.0 600.0 0.180 3764.3 0.678 8B120 300.0 600.0 0.180 3764.3 0.678 8B121 300.0 600.0 0.180 2810.7 0.506 8B122 300.0 600.0 0.180 4718.0 0.849 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 109.991
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 8S65 24.840 200.0 4.968 8S66 24.840 200.0 4.968 8S67 24.840 200.0 4.968 8S68 24.840 200.0 4.968 8S69 13.860 200.0 2.772 8S70 13.860 200.0 2.772 8S71 20.520 200.0 4.104 8S72 13.140 200.0 2.628 8S73 13.320 200.0 2.664 8S74 24.840 200.0 4.968 8S75 24.840 200.0 4.968 8S76 24.840 200.0 4.968 8S77 24.840 200.0 4.968 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 54.684
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 8) 235.949 -------- ---------- ---------- ----------- ---------- ----------
Storey: 9 ---------
Columns: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 9C4 450.0 450.0 0.203 4050.0 0.820 9C5 450.0 450.0 0.203 4050.0 0.820 9C6 450.0 450.0 0.203 4050.0 0.820 9C8 450.0 450.0 0.203 4050.0 0.820 9C9 450.0 450.0 0.203 4050.0 0.820 9C10 450.0 450.0 0.203 4050.0 0.820 9C16 450.0 450.0 0.203 4050.0 0.820 9C17 450.0 450.0 0.203 4050.0 0.820 9C18 450.0 450.0 0.203 4050.0 0.820 -------- ---------- ---------- ----------- ---------- ---------- Total Columns 7.381
Walls: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 9W1 7750.0 250.0 1.938 4050.0 7.847 9W2 2220.0 250.0 0.555 4050.0 2.248 9W3 1790.0 250.0 0.448 4050.0 1.812 9W4 1120.0 250.0 0.280 4050.0 1.134 9W10 3400.0 250.0 0.850 4050.0 3.443 9W11 3400.0 250.0 0.850 4050.0 3.443 -------- ---------- ---------- ----------- ---------- ---------- Total Walls 19.926
Beams: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 9B5 300.0 600.0 0.180 7050.0 1.269 9B6 300.0 600.0 0.180 7050.0 1.269 9B7 300.0 600.0 0.180 7200.0 1.296 9B8 300.0 600.0 0.180 7200.0 1.296 9B9 300.0 600.0 0.180 1560.0 0.281 9B10 300.0 600.0 0.180 1560.0 0.281 9B11 300.0 600.0 0.180 7050.0 1.269 9B12 300.0 600.0 0.180 7050.0 1.269 9B16 300.0 600.0 0.180 7200.0 1.296 9B17 300.0 600.0 0.180 7200.0 1.296 9B23 300.0 600.0 0.180 7050.0 1.269 9B24 300.0 600.0 0.180 7050.0 1.269 9B93 300.0 600.0 0.180 7050.0 1.269 9B94 300.0 600.0 0.180 7050.0 1.269
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-28
Project: Block_A_revised_beams
9B101 300.0 600.0 0.180 1762.5 0.317 9B102 300.0 600.0 0.180 2875.0 0.518 9B103 300.0 600.0 0.180 1862.5 0.335 9B104 300.0 600.0 0.180 7050.0 1.269 9B111 300.0 600.0 0.180 1837.5 0.331 9B112 300.0 600.0 0.180 1937.5 0.349 9B113 300.0 600.0 0.180 7050.0 1.269 -------- ---------- ---------- ----------- ---------- ---------- Total Beam 20.285
Slabs: b1 b2 Area Length Volume (mm) (mm) (m2) (mm) (m3) -------- ---------- ---------- ----------- ---------- ---------- 9S77 13.140 200.0 2.628 9S78 13.320 200.0 2.664 9S79 17.681 200.0 3.536 9S80 2.393 200.0 0.479 9S81 20.520 200.0 4.104 9S82 13.860 200.0 2.772 9S83 13.860 200.0 2.772 9S84 24.840 200.0 4.968 9S85 24.840 200.0 4.968 9S86 24.840 200.0 4.968 9S87 24.840 200.0 4.968 -------- ---------- ---------- ----------- ---------- ---------- Total Slab 38.827
-------- ---------- ---------- ----------- ---------- ---------- Total (Storey: 9) 86.419 -------- ---------- ---------- ----------- ---------- ----------
CONCRETE QUANTITY EXTRACTION SUMMARY ------------------------------------
Storey COLUMN BEAM SLAB RIB.SLAB FILLER FOOTING TOTAL (m3) (m3) (m3) (m3) (m3) (m3) (m3) -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- Foundation 30.207 0.000 0.000 0.000 0.000 570.227 600.434 1 83.120 138.270 240.448 0.000 0.000 0.000 461.838 2 83.120 138.270 240.448 0.000 0.000 0.000 461.838 3 83.120 138.270 240.448 0.000 0.000 0.000 461.838 4 76.741 138.731 240.448 0.000 0.000 0.000 455.920 5 76.103 138.785 240.448 0.000 0.000 0.000 455.336 6 76.103 138.785 240.448 0.000 0.000 0.000 455.336 7 76.103 138.785 240.448 0.000 0.000 0.000 455.336 8 71.274 109.991 54.684 0.000 0.000 0.000 235.949 9 27.307 20.285 38.827 0.000 0.000 0.000 86.419 -------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- TOTAL 683.200 1100.174 1776.644 0.000 0.000 570.227 4130.245
Project: Block_A_revised_beams - SMNHUP IN MULAGO HOSPITALCONCRETE QUANTITY ESTIMATIONS
Eng J Mulumba (*1SU-XH28-5JHK-PMMM)Orion Building Design System 18.0 (04.2012) / Page: QC-29
Project: Block_A_revised_beams
![SCHEDULE OF QUANTITIES FOR CIVIL, …...grade concrete at any depth below ground level but up to plinth level. [a] 654.00 Do as above for M30 concrete in col foundation ,rafts,underground](https://static.fdocuments.in/doc/165x107/5e8e668efecd1578d7621867/schedule-of-quantities-for-civil-grade-concrete-at-any-depth-below-ground-level.jpg)
