Boc Khoi Luong
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Member Type Concre te Volume Lengt h Side Faces Formwor k Area Bottom Face Formwork Area Rebar ratio Volume of reinforce ment Mass m3 m m2 m2 m3 ton RCC Beam B300x6 00 1.680 10.20 0 8.160 3.060 0.011 0.018 0.1451 RCC Beam B300x6 00 1.550 10.20 0 8.160 3.060 0.011 0.017 0.1338 RCC Beam B300x6 00 10.710 64.15 0 51.320 19.245 0.011 0.118 0.9248 RCC Beam B300x6 00 10.820 64.00 0 51.200 19.200 0.011 0.119 0.9343 RCC Beam B300x6 00 9.490 56.00 0 44.800 16.800 0.011 0.104 0.8195 RCC Beam B300x6 00 1.680 10.20 0 8.160 3.060 0.011 0.018 0.1451 RCC Beam B300x6 00 1.680 10.20 0 8.160 3.060 0.011 0.018 0.1451 RCC Beam B300x6 1.680 10.20 8.160 3.060 0.011 0.018 0.1451
description
Boc Khoi LuongBoc Khoi LuongBoc Khoi LuongBoc Khoi Luong
Transcript of Boc Khoi Luong
Member TypeConcrete Volume Length
Side Faces Formwork
Area
Bottom Face Formwork
Area Rebar ratioVolume of
reinforcement Mass
m3 m m2 m2 m3 ton
RCC Beam B300x600 1.680 10.200 8.160 3.060 0.011 0.018 0.1451
RCC Beam B300x600 1.550 10.200 8.160 3.060 0.011 0.017 0.1338
RCC Beam B300x600 10.710 64.150 51.320 19.245 0.011 0.118 0.9248
RCC Beam B300x600 10.820 64.000 51.200 19.200 0.011 0.119 0.9343
RCC Beam B300x600 9.490 56.000 44.800 16.800 0.011 0.104 0.8195
RCC Beam B300x600 1.680 10.200 8.160 3.060 0.011 0.018 0.1451
RCC Beam B300x600 1.680 10.200 8.160 3.060 0.011 0.018 0.1451
RCC Beam B300x600 1.680 10.200 8.160 3.060 0.011 0.018 0.1451
RCC Beam B300x600 0.670 4.000 3.200 1.200 0.011 0.007 0.0579
RCC Beam B300x600 0.670 4.000 3.200 1.200 0.011 0.007 0.0579
RCC Beam B300x600 0.210 1.700 1.360 0.510 0.011 0.002 0.0181
RCC Beam B300x600 0.210 1.700 1.360 0.510 0.011 0.002 0.0181
RCC Beam B300x600 1.550 10.200 8.160 3.060 0.011 0.017 0.1338
RCC Beam B300x600 1.650 10.200 8.160 3.060 0.011 0.018 0.1425
RCC Beam B300x600 1.650 10.200 8.160 3.060 0.011 0.018 0.1425
RCC Beam B300x600 1.550 10.200 8.160 3.060 0.011 0.017 0.1338
RCC Beam B300x600 1.550 10.200 8.160 3.060 0.011 0.017 0.1338
RCC Beam B300x400 0.600 6.300 2.520 1.890 0.011 0.007 0.0518
RCC Beam B300x400 0.600 6.300 2.520 1.890 0.011 0.007 0.0518
RCC Beam B300x400 0.630 6.300 2.520 1.890 0.011 0.007 0.0544
RCC Beam B300x400 0.630 6.300 2.520 1.890 0.011 0.007 0.0544
RCC Beam B300x400 0.600 6.300 2.520 1.890 0.011 0.007 0.0518
RCC Beam B300x400 0.600 6.300 2.520 1.890 0.011 0.007 0.0518
Total Concrete Volume
Total Formwork
Area
Total Reinforcement
mass
m3 m2 tons
52.66 253.16 100.605 353.765 4.402123
Member TypeTotal
Volume Perimeter AreaTotal Side faces formwork area
Total bottom face formwork are
RCC Slab 200 m3 m m2 m2 m2
172.96 171 865 34.2 865
Rebar Schedule
PartitionRebar
NumberBar
DiameterTotal Bar Length
Reinforcement Volume
Reinforcement Weight
(7850kg/m3)Reinforcement
Weight
mm m m3 kg tons
B 10 13 1202.41 0.152 1195.693 1.1957
B 11 13 423.30 0.054 420.935 0.4209
B 11 13 473.10 0.060 470.457 0.4705
B 11 13 498.00 0.063 495.218 0.4952
B 11 13 423.30 0.054 420.935 0.4209
B 11 13 473.10 0.060 470.457 0.4705
B 11 13 498.00 0.063 495.218 0.4952
B 12 13 207.75 0.026 206.589 0.2066
B 12 13 182.82 0.023 181.799 0.1818
B 12 13 191.13 0.024 190.062 0.1901
B 12 13 290.85 0.037 289.225 0.2892
B 13 13 185.58 0.024 184.543 0.1845
B 13 13 185.58 0.024 184.543 0.1845
B 14 13 1249.93 0.158 1242.947 1.2429
B 14 13 1249.93 0.158 1242.947 1.2429
B 15 13 149.80 0.019 148.963 0.1490
B 15 13 149.80 0.019 148.963 0.1490
B 16 13 181.50 0.023 180.486 0.1805
B 16 13 189.75 0.024 188.690 0.1887
B 17 13 207.00 0.026 205.844 0.2058
S 20 10 64.50 0.005 39.767 0.0398
S 20 10 64.50 0.005 39.767 0.0398
S 20 10 34.40 0.003 21.209 0.0212
S 20 10 34.40 0.003 21.209 0.0212
S 20 10 64.50 0.005 39.767 0.0398
S 20 10 64.50 0.005 39.767 0.0398
S 20 10 90.30 0.007 55.673 0.0557
S 20 10 90.30 0.007 55.673 0.0557
S 21 10 36.00 0.003 22.195 0.0222
S 21 10 19.20 0.002 11.837 0.0118
S 21 10 36.00 0.003 22.195 0.0222
S 21 10 36.00 0.003 22.195 0.0222
S 21 10 36.00 0.003 22.195 0.0222
S 21 10 36.00 0.003 22.195 0.0222
S 21 10 36.00 0.003 22.195 0.0222
S 21 10 19.20 0.002 11.837 0.0118
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 40.00 0.003 24.661 0.0247
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 52.00 0.004 32.060 0.0321
S 22 10 40.00 0.003 24.661 0.0247
S 22 10 40.00 0.003 24.661 0.0247
S 22 10 40.00 0.003 24.661 0.0247
S 22 10 40.00 0.003 24.661 0.0247
S 22 10 40.00 0.003 24.661 0.0247
S 22 10 40.00 0.003 24.661 0.0247
S 24 10 28.00 0.002 17.263 0.0173
S 24 10 16.00 0.001 9.865 0.0099
T 1 16 416.00 0.083 648.406 0.6484
T 1 16 412.00 0.082 642.171 0.6422
T 1 16 120.00 0.024 187.040 0.1870
T 1 16 416.00 0.083 648.406 0.6484
T 1 16 412.00 0.082 642.171 0.6422
T 1 16 120.00 0.024 187.040 0.1870
T 2 13 516.12 0.065 513.237 0.5132
T 4 16 70.00 0.014 109.107 0.1091
T 5 16 71.36 0.014 111.227 0.1112
T 5 16 71.36 0.014 111.227 0.1112
T 6 16 79.38 0.016 123.727 0.1237
T 6 16 120.96 0.024 188.537 0.1885
T 6 16 79.38 0.016 123.727 0.1237
T 6 16 79.38 0.016 123.727 0.1237
T 6 16 120.96 0.024 188.537 0.1885
T 6 16 79.38 0.016 123.727 0.1237
T 7 16 53.46 0.011 83.326 0.0833
T 7 16 51.03 0.010 79.539 0.0795
T 8 16 85.00 0.017 132.487 0.1325
T 8 16 81.60 0.016 127.187 0.1272
T 8 16 81.60 0.016 127.187 0.1272
T 8 16 68.00 0.014 105.989 0.1060
T 8 16 85.00 0.017 132.487 0.1325
T 8 16 85.00 0.017 132.487 0.1325
T 8 16 81.60 0.016 127.187 0.1272
T 9 13 123.00 0.016 122.313 0.1223
T 9 13 123.00 0.016 122.313 0.1223
T 10 13 42.35 0.005 42.113 0.0421
T 10 13 42.35 0.005 42.113 0.0421
T 11 13 63.92 0.008 63.563 0.0636
T 11 13 41.36 0.005 41.129 0.0411
T 11 13 63.92 0.008 63.563 0.0636
T 11 13 67.68 0.009 67.302 0.0673
T 11 13 63.92 0.008 63.563 0.0636
T 11 13 41.36 0.005 41.129 0.0411
T 11 13 63.92 0.008 63.563 0.0636
T 11 13 67.68 0.009 67.302 0.0673
T 12 13 85.00 0.011 84.525 0.0845
T 12 13 81.60 0.010 81.144 0.0811
T 12 13 71.40 0.009 71.001 0.0710
T 12 13 85.00 0.011 84.525 0.0845
T 12 13 81.60 0.010 81.144 0.0811
T 12 13 71.40 0.009 71.001 0.0710
T 13 13 49.70 0.006 49.422 0.0494
T 13 13 49.70 0.006 49.422 0.0494
T 14 13 240.00 0.030 238.659 0.2387
Total Mass (tons) 16.9814
Slab and Beam Quantity
Volume of concrete Rebar Mass Formwork Area
m3 ton m2
Slab 172.960 16.981 899.200
Beam 52.660 4.402 353.765
Total 225.620 21.384 1252.965
Structural Column Schedule (Basement)
Member Type Volume LengthReinforcement
RatioVolume of
reinforcement Mass Formwork area
m3 m m3 ton m2
RCC Column C500x700 0.510 3.000 0.025 0.013 0.100 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.510 3.000 0.025 0.013 0.100 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.980 3.000 0.025 0.025 0.192 0.840
RCC Column C500x700 0.980 3.000 0.025 0.025 0.192 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x700 0.580 3.000 0.025 0.015 0.114 0.840
RCC Column C500x1200 1.680 3.000 0.025 0.042 0.330 1.440
RCC Column C500x1200 1.680 3.000 0.025 0.042 0.330 1.440
RCC Column C500x1200 1.680 3.000 0.025 0.042 0.330 1.440
RCC Column C500x1200 1.680 3.000 0.025 0.042 0.330 1.440
RCC Column C500x1000 1.020 3.000 0.025 0.026 0.200 1.200
RCC Column C500x1000 1.020 3.000 0.025 0.026 0.200 1.200
RCC Column C500x1000 1.020 3.000 0.025 0.026 0.200 1.200
RCC Column C500x1000 1.020 3.000 0.025 0.026 0.200 1.200
Total concrete volume
Total Rebar mass
Total Formwork area
m3 tons m2
19.580 3.843 22.320
Structural Column Schedule (Floor 1-3)
Member Type Volume LengthReinforcement
Ratio
Volume of reinforcemen
t Mass Formwork area
m3 m m3 ton m2
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x700 1.230 3.500 0.025 0.031 0.241 1.015
RCC Column C500x1200 2.100 3.500 0.025 0.053 0.412 1.740
RCC Column C500x1200 2.100 3.500 0.025 0.053 0.412 1.740
RCC Column C500x1200 2.100 3.500 0.025 0.053 0.412 1.740
RCC Column C500x1200 2.100 3.500 0.025 0.053 0.412 1.740
RCC Column C500x1000 1.750 3.500 0.025 0.044 0.343 1.450
RCC Column C500x1000 1.750 3.500 0.025 0.044 0.343 1.450
RCC Column C500x1000 1.750 3.500 0.025 0.044 0.343 1.450
RCC Column C500x1000 1.750 3.500 0.025 0.044 0.343 1.450
Total concrete Volume
Total rebar mass
Total Formwork area
m3 tons m2
32.620 6.402 26.970
Structural Column Schedule (Floor 4-8)
Member Type Volume LengthReinforcement
Ratio
Volume of reinforcemen
tMass
reinforcement Formwork area
m3 m m3 ton m2
RCC Column C500x650 1.090 3.500 0.011 0.012 0.094 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.090 3.500 0.011 0.012 0.094 0.943
RCC Column C500x650 1.080 3.500 0.011 0.012 0.093 0.943
RCC Column C500x650 1.080 3.500 0.011 0.012 0.093 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x650 1.070 3.500 0.011 0.012 0.092 0.943
RCC Column C500x1100 1.820 3.500 0.011 0.020 0.157 1.595
RCC Column C500x1100 1.820 3.500 0.011 0.020 0.157 1.595
RCC Column C500x1100 1.820 3.500 0.011 0.020 0.157 1.595
RCC Column C500x1100 1.820 3.500 0.011 0.020 0.157 1.595
RCC Column C500x900 1.490 3.500 0.011 0.016 0.129 1.305
RCC Column C500x900 1.490 3.500 0.011 0.016 0.129 1.305
RCC Column C500x900 1.490 3.500 0.011 0.016 0.129 1.305
RCC Column C500x900 1.490 3.500 0.011 0.016 0.129 1.305
Total concrete Volume
Total rebar mass
Total Formwork area
m3 tons m2
28.280 2.442 24.795
Structural Column Schedule (Floor 9-12)
Member Type Volume LengthReinforcement
RatioVolume of
reinforcementMass of
reinforcement Formwork area
m3 m m3 tons m2
RCC Column C500x600 1.0000 3.5000 0.0110 0.0110 0.0864 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 1.0000 3.5000 0.0110 0.0110 0.0864 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x600 0.9900 3.5000 0.0110 0.0109 0.0855 0.8700
RCC Column C500x1000 1.6500 3.5000 0.0110 0.0182 0.1425 1.4500
RCC Column C500x1000 1.6500 3.5000 0.0110 0.0182 0.1425 1.4500
RCC Column C500x1000 1.6500 3.5000 0.0110 0.0182 0.1425 1.4500
RCC Column C500x1000 1.6500 3.5000 0.0110 0.0182 0.1425 1.4500
RCC Column C500x800 1.3200 3.5000 0.0110 0.0145 0.1140 1.1600
RCC Column C500x800 1.3200 3.5000 0.0110 0.0145 0.1140 1.1600
RCC Column C500x800 1.3200 3.5000 0.0110 0.0145 0.1140 1.1600
RCC Column C500x800 1.3200 3.5000 0.0110 0.0145 0.1140 1.1600
Total concrete Volume
Total rebar mass
Total Formwork area
m3 tons m2
25.760 2.224 22.620
Structural Wall Schedule (Basement)
Member Type Height Area LengthVolume of concrete
Reinforcement Ratio
Volume of Reinforcement
Mass of Reinforcement
Formwork area
m3 m2 m m3 m3 ton m2
RCC Wall BW300 3.0 37.920 13.500 11.380 0.005 0.057 0.447 75.840
RCC Wall SW300 3.0 14.400 4.950 4.320 0.005 0.022 0.170 28.800
RCC Wall SW300 3.0 14.400 4.950 4.320 0.005 0.022 0.170 28.800
RCC Wall CW300 3.0 15.150 4.750 4.550 0.005 0.023 0.179 30.300
RCC Wall CW300 3.0 7.500 2.500 2.250 0.005 0.011 0.088 15.000
RCC Wall CW300 3.0 14.250 4.750 4.280 0.005 0.021 0.168 28.500
RCC Wall CW300 3.0 6.600 2.500 1.980 0.005 0.010 0.078 13.200
RCC Wall CW300 3.0 6.600 2.500 1.980 0.005 0.010 0.078 13.200
RCC Wall BW300 3.0179.20
0 64.000 53.760 0.005 0.269 2.110 358.400
RCC Wall BW300 3.0181.76
0 64.000 54.530 0.005 0.273 2.140 363.520
RCC Wall BW300 3.0 38.760 13.500 11.630 0.005 0.058 0.456 77.520
Total concrete volume
Total mass of reinforcement
total area of formwork
m3 ton m2
154.980 6.083 1033.080
Structural Wall Schedule (Upper floor)
Member Type Height Area LengthVolume of concrete
Reinforcement Ratio
Volume of Reinforcement Mass
Formwork area
m3 m2 m m3 m3 ton m2
RCC Wall SW300 3.5 17.850 5.100 5.360 0.005 0.027 0.210 35.700
RCC Wall SW300 3.5 17.850 5.100 5.360 0.005 0.027 0.210 35.700
RCC Wall SW300 3.5 17.850 5.100 5.360 0.005 0.027 0.210 35.700
RCC Wall SW300 3.5 17.850 5.100 5.360 0.005 0.027 0.210 35.700
RCC Wall CW300 3.5 17.680 4.750 5.300 0.005 0.027 0.208 35.360
RCC Wall CW300 3.5 8.750 2.500 2.630 0.005 0.013 0.103 17.500
RCC Wall CW300 3.5 16.630 4.750 4.990 0.005 0.025 0.196 33.260
RCC Wall CW300 3.5 7.700 2.500 2.310 0.005 0.012 0.091 15.400
RCC Wall CW300 3.5 7.700 2.500 2.310 0.005 0.012 0.091 15.400
Total concrete volume
Total mass of reinforcement
total area of formwork
m3 ton m2
38.980 1.530 259.720
Stair Schedule
Type
Quantity per 1floor
Number of
Risers
Riser heigh
t
Run widt
h
Incline
lengthPerimete
r Area Volume
Riser formwor
k area
Bottom face
formwork area
Ratio of reinforcemen
t
Mass of reinforcemen
t
m m m m m2 m3 m2 m2 tons
Stair Up 3 11 0.16 1.45 3.5
0.730 1.058 2.552 5.075 0.010 0.249
Stair Dow
n 3 11 0.16 1.45 3.50.73
1 1.060 2.552 5.075 0.010 0.250
Land 3 9.43.70
0 0.740 0.000 5.580 0.010 0.174
Total concret
e volume
Total formwor
k area
total reinforcemen
t mass
m3 m2 ton
8.574 62.502 0.673
Excavation Quantity
Width Length DepthBank
VolumeBored pile diameter
Number of bored pile Height in pitch
Bore pile volume
Bank Net volume
m m m m3 m m m3 m3
19 68 5.5 7106 1 72 1.7 96.133 7009.867
Bore Pile Schedule
Bored pile
diameterLength of pile
Pile top level
Excavation volume
Concrete volume
Reinforcement ratio
Volume of Reinforcement
Reinforcement mass
Number of pile
Total Cutting Volum
e
m m m m3 m3 m3 ton m3
1 50 5.4 43.511 40.448 0.010 0.404 3.175 72.000 84.823
Pile Cap Schedule
WidthLengt
hHeigh
tVolum
eFormwor
k areaBar size
Number of bar Volume
Mass of rebar
Quantity
Total Volume
Total Mass of Rebar
Total of Formwor
k
m m m m3 m2 m m3 ton m3 ton m2
5 5 1.6 40 32 0.02 132.000 0.050 0.394 18.000 720.00 7.090 576.000
2 0
Blinding Concrete
Width Length Thickness Volume QuantityTotal
Volume
m m m m3 m3
5.2 5.2 0.1 2.704 18 48.672
Basement slab
L B Thickness Volume Rebar ratio Volume of rebar Mass of rebar Area of formwork
m m m m3 m3 ton m2
65 14 0.4 364 0.006 2.184 17.1444 63.2
Type Length Quantity Total length
m m
Steel Sheet Pile 500x200 7 344 2408
Steel Sheet Pile 400x125 7 4 28
Total length 2436
