bangunan tabat final mc-100
DESCRIPTION
mTRANSCRIPT
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Page 1 of 36
Perhitungan Volume MC-100 Bangunan Tabat
Satuan Kerja : NVT Pelaksanaan Jaringan Pemanfaatan Air Mesuji Sekampung Kegiatan : Irigasi dan Rawa II Pekerjaan : Rehabilitasi Daerah Rawa Sragi I (Lanjutan) Lokasi : Kabupaten Lampung Selatan Tahun Anggaran : 2015
No. Sketsa No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
1 Galian Tanah
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
POTONGAN E-EA1 1.64 1.43 0.30 0.46 4 1.842 1 1.842 m32 1.43 1.98 1.42 4 5.6628 1 5.663 m33 1.00 1.00 2.28 2.28 4 9.12 1 9.120 m34 1.00 0.16 1.17 0.68 4 2.7144 1 2.714 m35 0.16 0.24 6.07 1.21 4 4.856 1 4.856 m36 0.24 1.34 1.60 1.26 4 5.056 1 5.056 m37 1.34 1.40 1.14 1.56 4 6.2472 1 6.247 m38 1.4 0.42 0.29 4 1.176 1 1.176 m3
Panjang /tebal
Panjang /tebal
0.421.00
1.320.38
1.000.721.19
0.091.20
0.741.921.74
0.050.05
1.751.551.611.611.69
0.05
1.65
0.521.40
1.340.240.16
0.300.07
1.200.54
4.993.670.80
2.000.36
0.220.30
2.000.43
0.500.43
2.276.406.602.890.41
0.500.41
1.700.72
0.130.42
1.141.606.071.171.98
1.43
1.00
1.64
0.30
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Page 2 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
B1 0.52 0.72 0.19 27.88 5.219136 1 5.219 m32 0.52 0.30 1.65 0.68 27.88 18.86082 1 18.861 m33 1.65 1.65 1.70 2.81 27.88 78.2034 1 78.203 m34 1.65 0.41 0.34 27.88 9.43041 1 9.430 m3
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
C1 0.05 0.05 0.50 0.03 27.88 0.70 1 0.697 m32 0.05 1.69 0.41 0.36 27.88 9.94 1 9.945 m33 1.69 1.61 2.89 4.77 27.88 132.95 1 132.946 m34 1.61 1.61 6.60 10.63 27.88 296.25 1 296.253 m35 1.61 1.55 6.4 10.11 27.88 281.92 1 281.923 m36 1.55 1.75 2.27 3.75 27.88 104.42 1 104.425 m37 1.75 0.05 0.43 0.39 27.88 10.79 1 10.790 m38 0.05 0.05 0.5 0.03 27.88 0.70 1 0.697 m3
Panjang /tebal
Panjang /tebal
0.42
1.00
1.320.38
1.000.721.19
0.091.20
0.741.921.74
0.050.05
1.751.551.611.611.69
0.05
1.65
0.521.40
1.340.240.16
0.300.07
1.200.54
4.993.670.80
2.000.36
0.220.30
2.000.43
0.500.43
2.276.406.602.890.41
0.500.41
1.700.72
0.130.42
1.141.606.071.171.98
1.43
1.00
1.64
0.30
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Page 3 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
D1 0.43 1.74 0.37 27.88 10.429908 1 10.430 m32 1.74 1.92 2.00 3.66 27.88 102.0408 1 102.041 m33 1.92 0.74 0.30 0.40 27.88 11.12412 1 11.124 m34 0.74 0.22 0.08 27.88 2.269432 1 2.269 m3
E1 1.2 0.36 0.22 4 0.864 1 0.864 m32 1.2 1.19 2.00 2.39 4 9.56 1 9.560 m33 1.19 0.72 0.80 0.76 4 3.056 1 3.056 m34 0.72 1.00 3.67 3.16 4 12.6248 1 12.625 m35 1.00 1.00 7.10 7.10 4 28.4 1 28.400 m36 0.38 4.99 0.95 4 3.7924 1 3.792 m37 0.38 0.54 0.10 4 0.4104 1 0.410 m38 1.74 1.32 1.15 4 4.5936 1 4.594 m39 1.32 1.32 0.37 0.49 4 1.9536 1 1.954 m3
Panjang /tebal
0.42
1.00
1.320.38
1.000.721.19
0.091.20
0.741.921.74
0.050.05
1.751.551.611.611.69
0.05
1.65
0.521.40
1.340.240.16
0.300.07
1.200.54
4.993.670.80
2.000.36
0.220.30
2.000.43
0.500.43
2.276.406.602.890.41
0.500.41
1.700.72
0.130.42
1.141.606.071.171.98
1.43
1.00
1.64
0.30
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
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Page 4 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
POTONGAN G-GA Timbunan
B4 0.55 0.37 0.10 5.6 0.5698 1 0.570 m35 0.37 0.48 2.00 0.85 5.6 4.76 1 4.760 m36 0.48 0.96 0.75 0.54 5.6 3.024 1 3.024 m37 0.96 1.72 0.15 0.20 5.6 1.1256 1 1.126 m38 1.72 1.72 0.3 0.52 5.6 2.8896 1 2.890 m3
C9 1.01 0.91 3.8 3.65 5.6 20.4288 1 20.429 m3
10 0.91 0.91 6.6 6.01 5.6 33.6336 1 33.634 m311 0.91 0.85 6.6 5.81 5.6 32.5248 1 32.525 m312 0.85 1.13 3.19 3.16 5.6 17.68536 1 17.685 m314 1.86 1.86 0.3 0.56 5.6 3.1248 1 3.125 m315 1.86 1.11 0.15 0.22 5.6 1.2474 1 1.247 m316 1.11 0.32 1.35 0.97 5.6 5.4054 1 5.405 m317 0.32 0.23 2.2 0.61 5.6 3.388 1 3.388 m318 0.23 0.39 0.04 5.6 0.25116 1 0.251 m3
Panjang /tebal
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
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Page 5 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
D Timbunan1 0.000 m3
E22 0.38 4.99 0.95 5.6 5.30936 1 5.309 m323 0.38 0.54 0.10 5.6 0.57456 1 0.575 m3
F Timbunan
Panjang /tebal
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
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Page 6 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
POTONGAN D-DA Timbunan
B4 0.38 0.54 0.10 5.7 0.58482 1 0.585 m35 0.38 5.02 0.95 5.7 5.43666 1 5.437 m3
C Timbunan
D9 0.39 0.25 0.05 5.7 0.277875 1 0.278 m3
10 0.25 0.33 2.20 0.64 5.7 3.6366 1 3.637 m311 0.33 1.11 1.35 0.97 5.7 5.5404 1 5.540 m312 1.11 1.86 0.15 0.22 5.7 1.269675 1 1.270 m313 1.86 1.83 0.30 0.55 5.7 3.15495 1 3.155 m3
Panjang /tebal
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
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Page 7 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
E1 1.71 1.72 0.30 0.51 5.7 2.93265 1 2.933 m32 1.72 0.96 0.15 0.20 5.7 1.1457 1 1.146 m33 0.96 0.49 0.74 0.54 5.7 3.05805 1 3.058 m34 0.49 0.38 2 0.87 5.7 4.959 1 4.959 m35 0.38 0.55 0.10 5.7 0.59565 1 0.596 m3
F Timbunan
Total Volume Galian Tanah 1345.716 m3
Panjang /tebal
0.43
0.830.37
0.330.311.22
1.983.22
5.144.645.144.64
3.082.372.48
4.001.2010.001.980.52
1.201.200.56
1.146.503.45
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
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Page 8 of 36
2 Backfill
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
POTONGAN E-EA1 3.45 2.48 4.278 10.45 44.7051 1 44.705 m32 2.48 2.37 6.50 15.7625 10.45 164.718125 1 164.718 m33 2.37 3.08 1.14 3.1065 10.45 32.462925 1 32.463 m34 3.08 5.14 0.56 2.3016 10.45 24.05172 1 24.052 m35 4.64 4.64 1.2 5.568 10.45 58.1856 1 58.186 m3
Panjang /tebal
0.43
0.830.37
0.330.311.22
1.983.22
5.144.645.144.64
3.082.372.48
4.001.2010.001.980.52
1.201.200.56
1.146.503.45
0.43
0.830.37
0.330.311.22
1.983.22
5.144.645.144.64
3.082.372.48
4.001.2010.001.980.52
1.201.200.56
1.146.503.45
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Page 9 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
B1 4.64 5.14 1.2 5.868 10.45 61.3206 1 61.321 m32 5.14 3.22 0.52 2.1736 10.45 22.71412 1 22.714 m33 3.22 1.98 1.98 5.148 10.45 53.7966 1 53.797 m34 1.98 1.22 10 16 10.45 167.2 1 167.200 m35 1.22 0.31 1.2 0.918 10.45 9.5931 1 9.593 m36 0.31 0.33 0.4 0.128 10.45 1.3376 1 1.338 m37 0.33 0.43 0.37 0.1406 10.45 1.46927 1 1.469 m38 0.43 0.83 0.17845 10.45 1.8648025 1 1.865 m3
Panjang /tebal
0.43
0.830.37
0.330.311.22
1.983.22
5.144.645.144.64
3.082.372.48
4.001.2010.001.980.52
1.201.200.56
1.146.503.45
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
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Page 10 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
POTONGAN G-GA1 1.17 0.84 0.49 5.6 2.75184 1 2.752 m32 0.84 0.76 4.70 3.76 5.6 21.056 1 21.056 m33 0.76 0.76 0.44 0.33 5.6 1.87264 1 1.873 m3
B Galian
C Galian
Panjang /tebal
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
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Page 11 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
D19 1.17 0.10 0.06 5.6 0.3276 1 0.328 m320 0.1 0.06 0.44 0.04 5.6 0.19712 1 0.197 m321 0.26 3.48 0.45 5.6 2.53344 1 2.533 m3
E Galian
F24 0.37 0.32 0.06 5.6 0.33152 1 0.332 m325 0.32 0.33 3.63 1.18 5.6 6.6066 1 6.607 m326 0.33 0.43 0.37 0.14 5.6 0.78736 1 0.787 m327 0.43 0.83 0.18 5.6 0.99932 1 0.999 m3
Panjang /tebal
0.150.30
3.80 6.60 6.40 3.19
0.300.151.35 2.20
0.390.17
0.443.48 4.99
0.541.20
0.373.63
0.370.83
0.84
0.370.48
0.961.72
0.91
0.91 0.85
1.13
1.86
1.11
0.32
0.23
0.10 0.060.26 0.38
0.320.33 0.43
0.76
Skala 1 : 100
1.17 4.700.440.81
0.552.00
0.75
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
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Page 12 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
POTONGAN D-DA1 0.83 0.43 0.18 5.7 1.017165 1 1.017 m32 0.43 0.33 0.37 0.14 5.7 0.80142 1 0.801 m33 3.63 4 0.325 1.24 5.7 7.0672875 1 7.067 m3
B Galian
C6 3.44 0.26 0.45 5.7 2.54904 1 2.549 m37 0.1 0.1 0.44 0.04 5.7 0.2508 1 0.251 m38 0.1 0.17 0.01 5.7 0.04845 1 0.048 m3
D Galian
Panjang /tebal
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
-
Page 13 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
E Galian
F6 0.44 1.25 0.56 0.47 5.7 2.69724 1 2.697 m37 0.76 0.84 4.69 3.75 5.7 21.3864 1 21.386 m38 0.84 1.17 0.49 5.7 2.80098 1 2.801 m3
Total Volume Backfill 719.502 m3
Panjang /tebal
0.33
0.76
Skala 1 : 100
0.560.38
0.490.961.721.71
1.83 1.861.11
0.33
0.25
0.100.26
0.380.320.43
1.174.690.44
0.810.55
2.000.740.150.30
0.300.151.352.20
0.390.170.443.445.02
0.540.373.63
0.370.83
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
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Page 14 of 36
3 Lantai Kerja Beton Tumbuk 1 : 3 : 5
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Beton tumbuk di bawah lantaiA 28.18 28.18 20 563.6 0.1 56.36 1 56.360 m3
B 5.41 5.41 28.48 154.0768 0.1 15.40768 2 30.815 m30.5 0.5 28.48 14.24 0.1 1.424 2 2.848 m3
Total Beton Tumbuk 90.023 m3
Panjang /tebal
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
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Page 15 of 36
4 Pancang Beton K-225 12 cm, L = 4 m
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Luas lantaiA 28.18 28.18 20 563.60 m2
B 4.5 4.5 28.48 128.16 m20.5 0.5 28.48 14.24 m2
706.00 m2
Jarak antar tiang 70 cm 0.7Jumlah Tiang 1000 buah
Tiang Pancang0.12 0.011304 4 0.045216 1000 45.216 m3
Total Tiang Pancang Beton 1000 buah
Panjang /tebal
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
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Page 16 of 36
5 Geribik
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
A 27.88 27.88 20 557.60 m2
Total Volume Geribik 558 m2
Panjang /tebal
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
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Page 17 of 36
6 Karung Pasir
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
A 27.88 27.88 20 557.60 m2
Total Volume Karung Pasir 558 m2
Panjang /tebal
0.38
0.67
2.21
0.20
0.700.12
0.38
0.30
3.40
2.492.29
2.20
0.39
0.820.82
1.94
1.20
0.35
0.700.30
2.00
0.150.15
0.200.90
28.18
20.00
0.646.80
10.25
13.20
6.60
0.20
2.00
0.20
2.00
0.20
2.00
4.70
6.03
11.90
10.25
2.20
0.20
2.00
0.20
2.00
0.20
2.00
0.20
2.00
0.200.20
2.00
0.20
2.00
0.20
2.20
11.60
13.20
6.43
20.00
0.30
4.50 4.50
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Page 18 of 36
7 Pasangan Batu
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
1 2.29 2.21 2.53045 8.2 20.74969 2 41.499 m3
Total Volume Pasangan Batu 41.50 m3
Panjang /tebal
0.38
0.67
2.21
0.20
0.700.12
0.38
0.30
3.40
2.492.29
2.20
0.39
0.820.82
1.94
1.20
0.35
0.700.30
2.00
0.150.15
0.200.90
2.11
E
0.30
6.60 6.60
0.40
1.20
0.24
1.36
0.24
1.360.40
1.20
0.40
F
DE
6.03
I
IF
D1.501.501.501.50
48.92
1.73
0.20
2.19
2.00
1.190.20
2.00
0.20
1.42
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Page 19 of 36
8 Pipa Galvanish (Hand Rail)
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
48.9241.25
0.640.64
92.45 92.450 m,
Total Volume pipa Galvanish 92.450 m'
Panjang /tebal
+6.927
+ 4,427
+9.567
5.66
1.93
5.60
0.50
0.20
0.66
6.48
5.14
0.700.30
6.03
2.00
0.150.15
0.150.90
2.11
E
0.30
6.60 6.60
0.40
1.20
0.24
1.36
0.24
1.360.40
1.20
0.40
F
DE
6.03
I
IF
D1.501.501.501.50
48.92
1.73
0.20
2.19
2.00
1.190.20
2.00
0.20
1.42
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Page 20 of 36
9 Beton K-225
Pilar
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Pilar
1 6.03 6.48 5.14 32.1507 0.4 12.860280.2 0.66 0.5 0.215 0.4 0.086
pengurang 1.716811.22948
Panjang /tebal
+6.927
+ 4,427
+9.567
5.66
1.93
5.60
0.50
0.20
0.66
6.48
5.14
0.700.30
6.03
2.00
0.150.15
0.150.90
-
Page 21 of 36
dikurang skoneng0.7 0.1 0.1 0.040.7 0.1 0.1 0.040.7 0.1 0.1 0.040.7 0.1 0.1 0.040.1 0.1 0.1 0.010.1 0.1 0.1 0.01
0.18 5 0.910.32948 5 51.647 m3
pondsi pilar1 5.6 5.6 0.7 3.92 1 3.92 5 19.600 m3
0.73 1.23 0.5 0.49 1 0.49 5 2.450 m31.93 1.93 0.7 1.351 1 1.351 5 6.755 m3
20.20
6.80
2.00
0.350.20
+6.927
0.28
0.37
0.20
0.700.12
2.58
2.29
2.203.40
0.68
0.30
2.49
0.37
0.700.30
2.00
0.150.15
0.150.90
-
Page 22 of 36
Jembatan, Mercu, Hand Rail
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Jembatan, Mercu, Hand Rail
Hand Rail1 Luas lingkaran ( = 3.14 x r ^2)
r = 0.075Luas = 0.0176625 0.1 0.00176625 64 0.113 m3
2 0.9 0.9 0.825 0.7425 0.1 0.07425 64 4.752 m3
Panjang /tebal
20.20
6.80
2.00
0.350.20
+6.927
0.28
0.37
0.20
0.700.12
2.58
2.29
2.203.40
0.68
0.30
2.49
0.37
0.700.30
2.00
0.150.15
0.150.90
-
Page 23 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Plat Jembatan1 2 2 0.2 0.4 48.91 19.564 1 19.564 m32 0.35 0.35 0.2 0.07 6.8 0.476 1 0.476 m3
Pilar Jembatan1 2.49 2.49 0.37 0.9213 0.3 0.27639 15 4.146 m3
Mercu1 0.37 0.68 0.3 0.1575 8.2 1.2915 2 2.583 m32 3.4 3.4 0.3 1.02 8.2 8.364 2 16.728 m33 2.29 2.49 0.3 0.717 8.2 5.8794 2 11.759 m34 0.3 0.3 0.045 8.2 0.369 2 0.738 m35 2.58 2.58 0.28 0.7224 8.2 5.92368 2 11.847 m36 0.28 0.37 0.12 0.039 8.2 0.3198 2 0.640 m37 0.37 0.2 0.7 0.1995 8.2 1.6359 2 3.272 m3
Panjang /tebal
+7.427
+4,927
+9.567
+7.427
+4,427 +4,927
+9.567
0.340.50
0.500.70
1.00
0.700.30
0.900.200.20
0.500.50
1.46
0.340.20
3.00
0.30
2.11
0.20
2.11
0.200.20
2.68
0.30
2.40
0.20
1.85
0.20
2.05
0.20
2.05
0.20
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Page 24 of 36
Lantai Hulu dan Hilir
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Lantai Hulu dan Hilir
A Lantai hulu1 1.46 1.46 0.2 0.29 18 5.256 1 5.256 m32 0.34 0.34 0.06 18 1.0404 1 1.040 m33 10.25 10.25 0.2 2.05 18 36.9 1 36.900 m3
Skur4 0.5 0.5 0.2 0.10 20 2 5 10.000 m35 0.16 0.05 0.34 0.04 0.2 0.00714 8 0.057 m36 1.71 1.71 0.5 0.86 0.2 0.171 8 1.368 m37 2.05 2.05 0.5 1.03 0.2 0.205 80 16.400 m38 1.85 1.85 0.5 0.93 0.2 0.185 8 1.480 m39 2.4 2.4 0.5 1.20 0.2 0.24 8 1.920 m3
Panjang /tebal
+7.427
+4,927
+9.567
+7.427
+4,427 +4,927
+9.567
0.340.50
0.500.70
1.00
0.700.30
0.900.200.20
0.500.50
1.46
0.340.20
3.00
0.30
2.11
0.20
2.11
0.200.20
2.68
0.30
2.40
0.20
1.85
0.20
2.05
0.20
2.05
0.20
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Page 25 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
B Lantai Hilir1 4.72 4.72 0.2 0.94 18 16.992 1 16.992 m32 1.8 1.8 0.3 0.54 18 9.72 1 9.720 m33 0.2 0.2 0.02 18 0.36 1 0.360 m34 0.5 0.5 0.2 0.10 18 1.8 11 19.800 m3
Skur5 2.11 2.11 0.5 1.06 0.2 0.211 80 16.880 m36 1.91 1.91 0.5 0.96 0.2 0.191 8 1.528 m37 0.5 0.3 0.2 0.08 0.2 0.016 8 0.128 m3
Panjang /tebal
0.440.36
0.800.28
0.30
0.81
0.81
0.80
0.800.50
7.327.90
8.260.800.20
0.19
0.430.50
1.51
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Page 26 of 36
Sayap Hulu dan Hilir
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Sayap Hulu dan Hilir
A Sayap Hulu1 0.5 0.43 0.2 0.09 27.5 2.5575 2 5.115 m32 5 4.52 0.2 0.95 27.5 26.18 2 52.360 m33 0.44 0.36 0.06 0.02 27.5 0.66 2 1.320 m34 0.44 0.3 0.7 0.26 27.5 7.1225 2 14.245 m3
Skur5 0.45 0.19 0.2 0.06 12 0.768 2 1.536 m36 7.9 7.32 0.2 1.52 12 18.264 2 36.528 m3
0.42 0 0.81 0.17 12 2.0412 2 4.082 m31.75 1.75 0.8 1.40 12 16.8 2 33.600 m30.8 0.8 0.5 0.40 12 4.8 2 9.600 m3
Panjang /tebal
0.440.36
0.800.28
0.30
0.81
0.81
0.80
0.800.50
7.327.90
8.260.800.20
0.19
0.430.50
1.51
1.00
0.37
0.50
1.99
2.00
0.150.15
0.15
0.90
Skala 1 : 100
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Page 27 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Tiang Plat Jembatan samping
1 1.99 1.99 0.37 0.74 20.61 15.1751432 0.5 0.5 1 0.50 20.61 10.305
Pengurang3 3.55 2.37 4.21 2 8.4135
17.066643 1 17.067 m3
Total Beton 472.35 m3
10 Bekisting
Panjang /tebal
R0.50R0.20
0.10
0.10
0.100.07
0.40
6.43
A B
7.43
1.000.400.40
CA B
6.73
2.28
2.00
1.050.10
0.450.30
1.00
0.37
0.50
1.99
2.00
0.150.15
0.15
0.90
Skala 1 : 100
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Page 28 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Pilar
A1 keliling 1/2 lingkaran ( =3.14 x r)
r = 0.2Kel. = 0.628 2 0.628 4.64 2.914 m2
2 5.930 2 5.930 4.64 27.515 m23 6.430 2 6.430 4.64 29.835 m24 0.100 6 0.600 4.64 2.784 m25 0.100 8 0.800 4.64 3.712 m26 0.700 4 2.800 4.64 12.992 m27 0.500 2 1.000 5.14 5.140 m28 0.628 2 1.256 5.14 6.456 m2
Panjang /tebal
R0.50R0.20
0.10
0.10
0.100.07
0.40
6.43
A B
7.43
1.000.400.40
CA B
6.73
2.28
2.00
1.050.10
0.450.30
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Page 29 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
B1 keliling 1/2 lingkaran ( =3.14 x r)
r = 0.2Kel. = 0.628 3 0.628 4.64 2.914 m2
2 5.930 3 5.930 4.64 27.515 m23 6.430 3 6.430 4.64 29.835 m24 0.100 18 1.800 4.64 8.352 m25 0.100 24 2.400 4.64 11.136 m26 0.700 12 8.400 4.64 38.976 m2
0.500 3 1.500 5.14 7.710 m27 0.628 3 1.884 5.14 9.684 m2
C1 keliling 1/2 lingkaran ( =3.14 x r)
r = 0.2Kel. = 0.628 5 0.628 0.5 0.314 m2
2 6.430 5 6.430 1 6.430 m23 6.430 5 6.430 0.5 3.215 m24 0.100 30 3.000 0.5 1.500 m25 0.100 40 4.000 0.5 2.000 m26 0.700 20 14.000 0.5 7.000 m27 0.628 5 3.140 0.5 1.570 m2
Panjang /tebal
+6.927
0.28
0.37
0.20
0.700.12
2.58
2.29
2.203.40
0.68
0.30
2.49
0.37
0.700.30
2.00
0.150.15
0.150.90
-
Page 30 of 36
Jembatan, Mercu, Hand Rail
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Jembatan, Mercu, Hand Rail
Hand Rail1 Luas lingkaran ( = 3.14 x r ^2)
r = 0.075Luas = 0.0176625 1 0.0176625 52 0.918 m2
2 0.9 0.9 0.825 0.7425 1 0.7425 52 38.610 m20.1 0.1 0.9 0.09 1 0.09 52 4.680 m2
Panjang /tebal
+6.927
0.28
0.37
0.20
0.700.12
2.58
2.29
2.203.40
0.68
0.30
2.49
0.37
0.700.30
2.00
0.150.15
0.150.90
-
Page 31 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Plat Jembatan1 2 1 2 1 2.000 m22 0.35 1 0.35 1 0.350 m2
Pilar Jembatan1 1.2 1.2 1.94 2.328 1 2.328 4 9.312 m22 0.82 0.82 0.3362 1 0.3362 4 1.345 m23 0.3 0.3 1.94 0.582 1 0.582 2 1.164 m24 0.3 0.3 2.76 0.828 1 0.828 2 1.656 m2
Mercu1 3.4 6.6 22.44 2 44.880 m22 0.39 6.6 2.574 2 5.148 m23 0.7 6.6 4.62 2 9.240 m24 0.35 6.6 2.31 2 4.620 m25 0.3 6.6 1.98 2 3.960 m26 0.8 6.6 5.28 2 10.560 m27 0.7 6.6 4.62 2 9.240 m2
Panjang /tebal
+7.427
+4,927
+9.567
+7.427
+4,427 +4,927
+9.567
0.340.50
0.500.70
1.00
0.700.30
0.900.200.20
0.500.50
1.46
0.340.20
3.00
0.30
2.11
0.20
2.11
0.200.20
2.68
0.30
2.40
0.20
1.85
0.20
2.05
0.20
2.05
0.20
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Page 32 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Lantai Hulu dan Hilir
A Lantai hulu1 1.46 1.46 0.2 0.29 1 0.292 2 0.584 m22 2 2 20 40.00 1 40 1 40.000 m23 1.46 20 29.2 1 29.200 m24 0.56 20 11.2 1 11.200 m25 0.5 0.2 0.50 20 10 6 60.000 m2
Skur Lantai hulu1 0.16 0.05 0.34 0.04 1 0.0357 16 0.571 m22 1.71 1.71 0.5 0.86 1 0.855 16 13.680 m23 2.05 2.05 0.5 1.03 1 1.025 16 16.400 m24 1.85 1.85 0.5 0.93 1 0.925 16 14.800 m25 2.4 2.4 0.5 1.20 1 1.2 16 19.200 m2
Panjang /tebal
+7.427
+4,927
+9.567
+7.427
+4,427 +4,927
+9.567
0.340.50
0.500.70
1.00
0.700.30
0.900.200.20
0.500.50
1.46
0.340.20
3.00
0.30
2.11
0.20
2.11
0.200.20
2.68
0.30
2.40
0.20
1.85
0.20
2.05
0.20
2.05
0.20
-
Page 33 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
B Lantai Hilir1 4.42 4.42 0.2 0.88 1 0.884 2 1.768 m22 1.8 1.8 0.3 0.54 1 0.54 2 1.080 m23 0.2 0.2 0.02 1 0.02 2 0.040 m24 0.5 0.5 0.2 0.10 1 0.1 2 0.200 m25 0.50 20 10 3 30.000 m26 1.80 20 36 1 36.000 m27 1.10 20 22 1 22.000 m2
Skur Lantai Hilir1 2.11 2.11 0.5 1.06 1 1.055 16 16.880 m22 1.91 1.91 0.5 0.96 1 0.955 16 15.280 m23 0.5 0.3 0.2 0.08 1 0.08 16 1.280 m2
Panjang /tebal
0.700.06
2.74
0.30
0.44
0.37 0.37
0.20
0.80
0.50
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Page 34 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
Sayap Hulu dan Hilir
A Sayap Hulu1 0.5 0.8 0.2 0.13 1 0.13 2 0.260 m22 0.37 0.37 2.74 1.01 1 1.0138 2 2.028 m23 0.37 0.44 0.06 0.02 1 0.0243 2 0.049 m24 0.44 0.3 0.7 0.26 1 0.259 2 0.518 m25 0.70 6.2 4.34 2 8.680 m26 0.78 6.2 4.836 2 9.672 m27 0.20 6.2 1.24 2 2.480 m2
Panjang /tebal
0.700.06
2.74
0.30
0.44
0.37 0.37
0.20
0.80
0.50
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Page 35 of 36
No.Luas Penampang
Jumlah n Total SatuanPanjang 1 Panjang 2 Lebar Luas (A)1 2 3 4 = ((1+2)/2) x 3 5 6 = 5 x 4 7 8 = 6 x 7
B Sayap Hulu1 0.5 0.8 0.2 0.13 1 0.13 2 0.260 m22 0.37 0.37 2.74 1.01 1 1.0138 2 2.028 m23 0.37 0.44 0.06 0.02 1 0.0243 2 0.049 m24 0.44 0.3 0.7 0.26 1 0.259 2 0.518 m25 0.70 6.1 4.27 2 8.540 m26 0.78 6.1 4.758 2 9.516 m27 0.20 6.1 1.22 2 2.440 m2
Bekisting 774.38 m2
11 Tulangan
Perhitungan Terlampir 51,169.44
Total Tulangan 51,169.44 kg
12 Pintu Air
Pintu air L 1.2 m 4.000 buah
Total Beton Tumbuk 4.000 buah
PENGAWAS PELAKSANA
Rudi Siswokuncoro Ir.Hendrik sardjonoNIP.1970 09182008 121 001
Panjang /tebal
-
Perhitungan Volume MC-100 Bangunan TabatSatuan Kerja : NVT Pelaksanaan Jaringan Pemanfaatan Air Mesuji Sekampung Kegiatan : Irigasi dan Rawa II Pekerjaan : Rehabilitasi Daerah Rawa Sragi I (Lanjutan) Lokasi : Kabupaten Lampung Selatan Tahun Anggaran : 2015
No. Deskripsi Volume Satuan Keterangan
1 Galian Tanah 1,345.72 m3 2 Backfill 719.50 m3 3 Lantai Kerja Beton Tumbuk 1 : 3 : 5 90.02 m3 4 Pancang Beton K-225 12 cm, L = 4 m 1,000.00 buah 5 Geribik 557.60 m2 6 Karung Pasir 557.60 m' 7 Pasangan Batu 41.50 m3 8 Pipa Galvanish (Hand Rail) 92.45 m' 9 Beton K-225 472.35 m3
10 Bekisting 774.38 m2 11 Tulangan 51,169.44 kg 12 Pintu Air 4.00 buah
PENGAWAS PELAKSANA
Rudi Siswokuncoro Ir.Hendrik sardjonoNIP.1970 09182008 121 001
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