VOLUME GALIAN : PARIT BETON PROYEK : Pembuatan Parit Beton Dari Dusun I Ke Dusun II s Desa Damar Condong Kec. Pematang Jaya PEKERJAAN : Pembuatan Parit Beton LOKASI : Kec. Pematang Jaya KONTRAKTOR : CV. KABAN MARGANA Gambar Saluran Stationing Panjang Galian Tanah Konstruksi A B C (m) (m) (m) (m) PT.0 - PT. 25 25.00 0.90 0.70 0.60 PT.25 - PT. 50 25.00 0.90 0.70 0.60 PT.50 - PT. 75 25.00 0.90 0.70 0.60 PT.75 - PT. 100 25.00 0.90 0.70 0.60 PT.100 - PT. 125 25.00 0.90 0.70 0.60 PT.125 - PT. 150 25.00 0.90 0.70 0.60 PT.150 - PT. 175 25.00 0.90 0.70 0.57 PT.175 - PT. 200 25.00 0.90 0.70 0.57 PT.200 - PT. 225 25.00 0.90 0.70 0.57 PT.225 - PT. 250 25.00 0.90 0.70 0.57 PT.250 - PT. 275 25.00 0.90 0.70 0.57 PT.275 - PT. 300 25.00 0.90 0.70 0.57 PT.300 - PT. 325 25.00 0.90 0.70 0.60 PT.325 - PT. 350 25.00 0.90 0.70 0.60 PT.350 - PT. 375 25.00 0.90 0.70 0.60 PT.375 - PT. 400 25.00 0.90 0.70 0.60 PT.400 - PT. 425 25.00 0.90 0.70 0.60 PT.425 - PT. 450 25.00 0.90 0.70 0.60 PT.450 - PT. 475 25.00 0.90 0.70 0.57 PT.475 - PT. 500 25.00 0.90 0.70 0.57 PT.500 - PT. 525 25.00 0.90 0.70 0.57 PT.525 - PT. 550 25.00 0.90 0.70 0.60 PT.550 - PT. 575 25.00 0.90 0.70 0.60 PT.575 - PT. 600 25.00 0.90 0.70 0.60 PT.600 - PT. 625 25.00 0.90 0.70 0.60 PT.625 - PT. 650 25.00 0.90 0.70 0.60 PT.650 - PT. 675 25.00 0.90 0.70 0.60 PT.675 - PT. 700 25.00 0.90 0.70 0.57 PT.700 - PT. 725 25.00 0.90 0.70 0.57 PT.725 - PT. 750 25.00 0.90 0.70 0.57 PT.750 - PT. 775 25.00 0.90 0.70 0.57 PT.775 - PT. 800 25.00 0.90 0.70 0.58 PT.800 - PT. 825 25.00 0.90 0.70 0.60 PT.825 - PT. 850 25.00 0.90 0.70 0.60 PT.850 - PT. 875 25.00 0.90 0.70 0.60 PT.875 - PT. 900 25.00 0.90 0.70 0.60 PT.900 - PT. 925 25.00 0.90 0.70 0.57 PT.925 - PT. 950 25.00 0.90 0.70 0.57 PT.950 - PT. 975 25.00 0.90 0.70 0.57 PT.975 - PT. 1000 25.00 0.90 0.70 0.57 TOTAL ### Diteliti Oleh : Pengawas 1 SAYRIFUDDI NIP.19691217 200604 1 003 Dibuat Ole CV. KABAN MA SRI ADEK HAN WAKIL DIREK Diperiksa Oleh, KONSULTANSUPERVISI ROBERTO TARIGAN Chief Ispector Diperiksa Oleh, ASISTEN TEHNIK HASAN Nip. 1961116 200701 1 004 Diperiksa Ol PEJAT ABAT PEMBUAT KO M. YUNAN BATU Nip. 19600501 1986 Diperiksa Oleh, KONSULTANSUPERVISI JAKUB TARIGAN, ST SUPERVISI ENGINER
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galianVOLUME GALIAN : PARIT BETONPROYEK:Pembuatan Parit Beton Dari Dusun I Ke Dusun II sep. 1.000mDesa Damar Condong Kec. Pematang JayaPEKERJAAN:Pembuatan Parit BetonLOKASI:Kec. Pematang JayaKONTRAKTOR:CV. KABAN MARGANAGambar SaluranStationingPanjangGalian Tanah KonstruksiVolumeABCYang Dibayar(m)(m)(m)(m)(m3)PT.0-PT. 2525.000.900.700.6012.00PT.25-PT. 5025.000.900.700.6012.001.1717171717PT.50-PT. 7525.000.900.700.6012.00PT.75-PT. 10025.000.900.700.6012.00PT.100-PT. 12525.000.900.700.6012.00PT.125-PT. 15025.000.900.700.6012.00PT.150-PT. 17525.000.900.700.5711.40PT.175-PT. 20025.000.900.700.5711.40PT.200-PT. 22525.000.900.700.5711.40PT.225-PT. 25025.000.900.700.5711.40PT.250-PT. 27525.000.900.700.5711.40PT.275-PT. 30025.000.900.700.5711.40PT.300-PT. 32525.000.900.700.6012.00PT.325-PT. 35025.000.900.700.6012.00PT.350-PT. 37525.000.900.700.6012.00PT.375-PT. 40025.000.900.700.6012.00181.56PT.400-PT. 42525.000.900.700.6012.00PT.425-PT. 45025.000.900.700.6012.00PT.450-PT. 47525.000.900.700.5711.40PT.475-PT. 50025.000.900.700.5711.40PT.500-PT. 52525.000.900.700.5711.40PT.525-PT. 55025.000.900.700.6012.00PT.550-PT. 57525.000.900.700.6012.00PT.575-PT. 60025.000.900.700.6012.00PT.600-PT. 62525.000.900.700.6012.00PT.625-PT. 65025.000.900.700.6012.00PT.650-PT. 67525.000.900.700.6012.00PT.675-PT. 70025.000.900.700.5711.40PT.700-PT. 72525.000.900.700.5711.40PT.725-PT. 75025.000.900.700.5711.40PT.750-PT. 77525.000.900.700.5711.40PT.775-PT. 80025.000.900.700.5811.50PT.800-PT. 82525.000.900.700.6012.00PT.825-PT. 85025.000.900.700.6012.00PT.850-PT. 87525.000.900.700.6012.00PT.875-PT. 90025.000.900.700.6012.00PT.900-PT. 92525.000.900.700.5711.40PT.925-PT. 95025.000.900.700.5711.4011962PT.950-PT. 97525.000.900.700.5711.40PT.975-PT. 100025.000.900.700.5711.40TOTAL1,000.00469.30VOLUME : BEKISTINGPROYEK:Pembuatan Parit Beton Dari Dusun I Ke Dusun II sep. 1.000mDesa Damar Condong Kec. Pematang JayaPEKERJAAN:Pembuatan Parit BetonLOKASI:Kec. Pematang JayaKONTRAKTOR:CV. KABAN MARGANAGambar SaluranStationingPanjangBekistingVolumeTinggi (t)VolumeYang Dibayar(m)(m)(m3)(m3)PT.0-PT. 2525.000.6516.2532.50PT.25-PT. 5025.000.6516.2532.50PT.50-PT. 7525.000.6516.2532.50PT.75-PT. 10025.000.6516.2532.50PT.100-PT. 12525.000.6516.2532.50PT.125-PT. 15025.000.6516.2532.50PT.150-PT. 17525.000.6516.2532.50PT.175-PT. 20025.000.6516.2532.50PT.200-PT. 22525.000.6516.2532.50PT.225-PT. 25025.000.6516.2532.50PT.250-PT. 27525.000.6516.2532.50PT.275-PT. 30025.000.6516.2532.50PT.300-PT. 32525.000.6516.2532.50PT.325-PT. 35025.000.6516.2532.50PT.350-PT. 37525.000.6516.2532.50PT.375-PT. 40025.000.6516.2532.50PT.400-PT. 42525.000.6516.2532.50PT.425-PT. 45025.000.6516.2532.50PT.450-PT. 47525.000.6516.2532.50PT.475-PT. 50025.000.6516.2532.50PT.500-PT. 52525.000.6516.2532.50PT.525-PT. 55025.000.6516.2532.50PT.550-PT. 57525.000.6516.2532.50PT.575-PT. 60025.000.6516.2532.50PT.600-PT. 62525.000.6516.2532.50PT.625-PT. 65025.000.6516.2532.50PT.650-PT. 67525.000.6516.2532.50PT.675-PT. 70025.000.6516.2532.50PT.700-PT. 72525.000.6516.2532.50PT.725-PT. 75025.000.6516.2532.50PT.750-PT. 77525.000.6516.2532.50PT.775-PT. 80025.000.6516.2532.50PT.800-PT. 82525.000.6516.2532.50PT.825-PT. 85025.000.6516.2532.50PT.850-PT. 87525.000.6516.2532.50PT.875-PT. 90025.000.6516.2532.50PT.900-PT. 92525.000.6516.2532.50PT.925-PT. 95025.000.6516.2532.50PT.950-PT. 97525.000.6516.2532.50PT.975-PT. 100025.000.6516.2532.50TOTAL1,000.00650.001,300.00VOLUME : URUGAN TANAHPROYEK:Pembuatan Parit Beton Dari Dusun I Ke Dusun II sep. 1.000mDesa Damar Condong Kec. Pematang JayaPEKERJAAN:Pembuatan Parit BetonLOKASI:Kec. Pematang JayaKONTRAKTOR:CV. KABAN MARGANAGambar SaluranStationingPanjangUrugan Tanah Bekas GalianVolumeLebarTinggi (t)VolumeYang Dibayar(m)(m)(m)(m3)(m3)PT.0-PT. 2525.000.250.202.502.50PT.25-PT. 5025.000.250.202.502.50PT.50-PT. 7525.000.250.202.502.50PT.75-PT. 10025.000.250.202.542.54PT.100-PT. 12525.000.300.203.003.00PT.125-PT. 15025.000.300.203.003.00PT.150-PT. 17525.000.300.203.003.00PT.175-PT. 20025.000.260.202.602.60PT.200-PT. 22525.000.250.202.502.50PT.225-PT. 25025.000.260.202.582.58PT.250-PT. 27525.000.250.202.502.50PT.275-PT. 30025.000.300.203.003.00PT.300-PT. 32525.000.300.203.003.00PT.325-PT. 35025.000.250.202.502.50PT.350-PT. 37525.000.250.202.502.50PT.375-PT. 40025.000.260.202.602.60PT.400-PT. 42525.000.260.202.582.58PT.425-PT. 45025.000.250.202.502.50PT.450-PT. 47525.000.250.202.502.50PT.475-PT. 50025.000.260.202.602.60PT.500-PT. 52525.000.260.202.602.60PT.525-PT. 55025.000.300.203.003.00PT.550-PT. 57525.000.300.203.003.00PT.575-PT. 60025.000.300.203.003.00PT.600-PT. 62525.000.300.203.003.00PT.625-PT. 65025.000.300.203.003.00PT.650-PT. 67525.000.300.203.003.00PT.675-PT. 70025.000.300.203.003.00PT.700-PT. 72525.000.300.203.003.00PT.725-PT. 75025.000.300.203.003.00PT.750-PT. 77525.000.300.203.003.00PT.775-PT. 80025.000.300.203.003.00PT.800-PT. 82525.000.300.203.003.00PT.825-PT. 85025.000.300.203.003.00PT.850-PT. 87525.000.300.203.003.00PT.875-PT. 90025.000.300.203.003.00PT.900-PT. 92525.000.300.203.003.00PT.925-PT. 95025.000.300.203.003.00PT.950-PT. 97525.000.300.203.003.00PT.975-PT. 100025.000.300.203.003.00TOTAL1,000.00112.60112.60VOLUME : BETON COR LANTAIPROYEK:Pembuatan Parit Beton Dari Dusun I Ke Dusun II sep. 1.000mDesa Damar Condong Kec. Pematang JayaPEKERJAAN:Pembuatan Parit BetonLOKASI:Kec. Pematang JayaKONTRAKTOR:CV. KABAN MARGANAGambar SaluranStationingPanjangBeton Cor LantaiVolumeLebarTinggi (t)VolumeYang Dibayar(m)(m)(m)(m3)(m3)PT.0-PT. 2525.000.400.101.001.00PT.25-PT. 5025.000.400.101.001.00PT.50-PT. 7525.000.400.101.001.00PT.75-PT. 10025.000.400.101.001.00PT.100-PT. 12525.000.420.101.051.05PT.125-PT. 15025.000.400.101.001.00PT.150-PT. 17525.000.390.100.980.98PT.175-PT. 20025.000.400.101.001.00PT.200-PT. 22525.000.400.101.001.00PT.225-PT. 25025.000.400.101.001.00PT.250-PT. 27525.000.390.100.980.98PT.275-PT. 30025.000.400.121.201.20PT.300-PT. 32525.000.390.100.980.98PT.325-PT. 35025.000.400.101.001.00PT.350-PT. 37525.000.410.121.231.23PT.375-PT. 40025.000.420.101.051.05PT.400-PT. 42525.000.400.101.001.00PT.425-PT. 45025.000.400.101.001.00PT.450-PT. 47525.000.390.100.980.98PT.475-PT. 50025.000.380.100.950.95PT.500-PT. 52525.000.400.101.001.00PT.525-PT. 55025.000.400.101.001.00PT.550-PT. 57525.000.400.101.001.00PT.575-PT. 60025.000.400.101.001.00PT.600-PT. 62525.000.400.121.201.20PT.625-PT. 65025.000.390.100.980.98PT.650-PT. 67525.000.390.100.980.98PT.675-PT. 70025.000.380.100.950.95PT.700-PT. 72525.000.400.101.001.00PT.725-PT. 75025.000.420.101.051.05PT.750-PT. 77525.000.380.100.950.95PT.775-PT. 80025.000.390.100.980.98PT.800-PT. 82525.000.380.100.950.95PT.825-PT. 85025.000.380.100.950.9537.65PT.850-PT. 87525.000.380.100.950.95PT.875-PT. 90025.000.370.100.930.93PT.900-PT. 92525.000.390.100.980.98PT.925-PT. 95025.000.390.100.980.98PT.950-PT. 97525.000.370.100.930.93PT.975-PT. 100025.000.400.101.001.00TOTAL1,000.0040.1140.11
Diteliti Oleh : Pengawas 1
SAYRIFUDDINIP.19691217 200604 1 003Dibuat Oleh : CV. KABAN MARGANA
SRI ADEK HANDAYANIWAKIL DIREKTRISDiperiksa Oleh,KONSULTANSUPERVISI
ROBERTO TARIGANChief IspectorDiperiksa Oleh,ASISTEN TEHNIK
HASANNip. 1961116 200701 1 004Diperiksa Oleh,PEJAT ABAT PEMBUAT KOMTMEN (PPK)
M. YUNAN BATUBARANip. 19600501 198602 1 002Diperiksa Oleh,KONSULTANSUPERVISI
JAKUB TARIGAN, STSUPERVISI ENGINERDiteliti Oleh : Pengawas 1
SAYRIFUDDINIP.19691217 200604 1 003Dibuat Oleh : CV. KABAN MARGANA
SRI ADEK HANDAYANIWAKIL DIREKTRISDiperiksa Oleh,KONSULTANSUPERVISI
ROBERTO TARIGANChief IspectorDiperiksa Oleh,ASISTEN TEHNIK
HASANNip. 1961116 200701 1 004Diperiksa Oleh,PEJAT ABAT PEMBUAT KOMTMEN (PPK)
M. YUNAN BATUBARANip. 19600501 198602 1 002Diperiksa Oleh,KONSULTANSUPERVISI
JAKUB TARIGAN, STSUPERVISI ENGINERDiteliti Oleh : Pengawas 1
SAYRIFUDDINIP.19691217 200604 1 003Dibuat Oleh : CV. KABAN MARGANA
SRI ADEK HANDAYANIWAKIL DIREKTRISDiperiksa Oleh,KONSULTANSUPERVISI
ROBERTO TARIGANChief IspectorDiperiksa Oleh,ASISTEN TEHNIK
HASANNip. 1961116 200701 1 004Diperiksa Oleh,PEJAT ABAT PEMBUAT KOMTMEN (PPK)
M. YUNAN BATUBARANip. 19600501 198602 1 002Diperiksa Oleh,KONSULTANSUPERVISI
JAKUB TARIGAN, STSUPERVISI ENGINERDiteliti Oleh : Pengawas 1
SAYRIFUDDINIP.19691217 200604 1 003Dibuat Oleh : CV. KABAN MARGANA
SRI ADEK HANDAYANIWAKIL DIREKTRISDiperiksa Oleh,KONSULTANSUPERVISI
ROBERTO TARIGANChief IspectorDiperiksa Oleh,ASISTEN TEHNIK
HASANNip. 1961116 200701 1 004Diperiksa Oleh,PEJAT ABAT PEMBUAT KOMTMEN (PPK)
M. YUNAN BATUBARANip. 19600501 198602 1 002Diperiksa Oleh,KONSULTANSUPERVISI
JAKUB TARIGAN, STSUPERVISI ENGINER
pondasiVOLUME PONDASI : PARIT BETONPROYEK:Pembuatan Parit Beton Dari Dusun I Ke Dusun II sep. 1.000mDesa Damar Condong Kec. Pematang JayaPEKERJAAN:Pembuatan Parit BetonLOKASI:Kec. Pematang JayaKONTRAKTOR:CV. KABAN MARGANAGambar SaluranStationingPanjangBeton Cor PondasiVolume(a)(b)VolumeKedua Sisi(m)(m)(m)(m3)(m3)PT. 0-PT. 2525.000.150.100.380.75PT. 25-PT. 5025.000.150.100.380.75PT. 50-PT. 7525.000.150.100.380.75PT. 75-PT. 10025.000.150.100.380.75PT. 100-PT. 12525.000.150.100.380.75PT. 125-PT. 15025.000.150.100.380.75PT. 150-PT. 17525.000.150.100.380.75PT. 175-PT. 20025.000.150.100.380.75PT. 200-PT. 22525.000.150.100.380.75PT. 225-PT. 25025.000.150.100.380.75PT. 250-PT. 27525.000.150.100.380.75PT. 275-PT. 30025.000.150.100.380.75PT. 300-PT. 32525.000.150.100.380.75PT. 325-PT. 35025.000.150.100.380.75PT. 350-PT. 37525.000.150.100.380.75PT. 375-PT. 40025.000.150.100.380.75PT. 400-PT. 42525.000.150.100.380.75PT. 425-PT. 45025.000.150.100.380.75PT. 450-PT. 47525.000.150.100.380.75PT. 475-PT. 50025.000.150.100.380.75PT. 500-PT. 52525.000.150.100.380.75PT. 525-PT. 55025.000.150.100.380.75PT. 550-PT. 57525.000.150.100.380.75PT. 575-PT. 60025.000.150.100.380.75PT. 600-PT. 62525.000.150.100.380.75PT. 625-PT. 65025.000.150.100.380.75PT. 650-PT. 67525.000.150.100.380.75PT. 675-PT. 70025.000.150.100.380.75PT. 700-PT. 72525.000.150.100.380.75PT. 725-PT. 75025.000.150.100.380.75PT. 750-PT. 77525.000.150.100.380.75165.50PT. 775-PT. 80025.000.150.100.380.75PT. 800-PT. 82525.000.150.100.380.75PT. 825-PT. 85025.000.150.100.380.75PT. 850-PT. 87525.000.150.100.380.75PT. 875-PT. 90025.000.150.100.380.75PT. 900-PT. 92525.000.150.100.380.75PT. 925-PT. 95025.000.150.100.380.75PT. 950-PT. 97525.000.150.100.380.75PT. 975-PT. 100025.000.150.100.380.75TOTAL1,000.0030.00VOLUME : PELASTERAN DINDINGPROYEK:Pembuatan Parit Beton Dari Dusun I Ke Dusun II sep. 1.000mDesa Damar Condong Kec. Pematang JayaPEKERJAAN:Pembuatan Parit BetonLOKASI:Kec. Pematang JayaKONTRAKTOR:CV. KABAN MARGANAGambar SaluranStationingPanjangPelasteran DindingVolume(a)(b)volumeKedua Sisi(m)(m)(m3)(m3)(m2)PT.0-PT. 2525.000.200.5518.7537.50PT.25-PT. 5025.000.200.5719.2538.50PT.50-PT. 7525.000.200.5719.2538.50PT.75-PT. 10025.000.200.5619.0038.00PT.100-PT. 12525.000.220.5519.2538.50PT.125-PT. 15025.000.300.5621.5043.00PT.150-PT. 17525.000.220.5719.7539.50PT.175-PT. 20025.000.220.5519.2538.50PT.200-PT. 22525.000.220.5719.7539.50PT.225-PT. 25025.000.220.5318.7537.50PT.250-PT. 27525.000.220.5419.0038.00PT.275-PT. 30025.000.210.5519.0038.00PT.300-PT. 32525.000.240.5720.2540.50PT.325-PT. 35025.000.220.5519.2538.50PT.350-PT. 37525.000.220.5519.2538.50PT.375-PT. 40025.000.200.5719.2538.50PT.400-PT. 42525.000.200.5218.0036.00PT.425-PT. 45025.000.220.5318.7537.50PT.450-PT. 47525.000.220.5419.0038.00PT.475-PT. 50025.000.220.5018.0036.0024PT.500-PT. 52525.000.220.5519.2538.50PT.525-PT. 55025.000.220.5519.2538.50PT.550-PT. 57525.000.200.5518.7537.50PT.575-PT. 60025.000.210.5218.2536.50PT.600-PT. 62525.000.210.5318.5037.00PT.625-PT. 65025.000.210.5518.8837.75PT.650-PT. 67525.000.200.5318.3336.65PT.675-PT. 70025.000.200.5719.2838.55105.68PT.700-PT. 72525.000.200.5618.9837.95PT.725-PT. 75025.000.200.5318.1836.35PT.750-PT. 77525.000.200.5217.8835.75PT.775-PT. 80025.000.190.5719.0838.15PT.800-PT. 82525.000.190.6019.7839.55PT.825-PT. 85025.000.190.5819.2338.45PT.850-PT. 87525.000.190.5819.1838.35PT.875-PT. 90025.000.190.6119.8839.75PT.900-PT. 92525.000.180.5618.5837.15PT.925-PT. 95025.000.180.5418.0336.05PT.950-PT. 97525.000.180.5818.9837.95PT.975-PT.100025.000.180.5417.9335.85TOTAL1,000.001,520.7589.48
Diteliti Oleh : Pengawas 1
SAYRIFUDDINIP.19691217 200604 1 003Dibuat Oleh : CV. KABAN MARGANA
SRI ADEK HANDAYANIWAKIL DIREKTRISDiperiksa Oleh,KONSULTANSUPERVISI
ROBERTO TARIGANChief IspectorDiperiksa Oleh,ASISTEN TEHNIK
HASANNip. 1961116 200701 1 004Diperiksa Oleh,PEJAT ABAT PEMBUAT KOMTMEN (PPK)
M. YUNAN BATUBARANip. 19600501 198602 1 002Diperiksa Oleh,KONSULTANSUPERVISI
JAKUB TARIGAN, STSUPERVISI ENGINERDiteliti Oleh : Pengawas 1
SAYRIFUDDINIP.19691217 200604 1 003Dibuat Oleh : CV. KABAN MARGANA
SRI ADEK HANDAYANIWAKIL DIREKTRISDiperiksa Oleh,KONSULTANSUPERVISI
ROBERTO TARIGANChief IspectorDiperiksa Oleh,ASISTEN TEHNIK
HASANNip. 1961116 200701 1 004Diperiksa Oleh,PEJAT ABAT PEMBUAT KOMTMEN (PPK)
M. YUNAN BATUBARANip. 19600501 198602 1 002Diperiksa Oleh,KONSULTANSUPERVISI
JAKUB TARIGAN, STSUPERVISI ENGINER
Sheet1BACK UP DATA VOLUME DINDING PARIT BETON CORNOP.-P.TINGGITEBAL DINDINGPANJANGVOLUMEKET(M)(M)(M)(M)P. 0P. 25A0.56+0.55A0.21+0.20252.840.5650.205222.900.555M0.205MB0.54+0.55B0.22+0.20252.86220.545M0.210MP. 25P. 50A0.57+0.57A0.20+0.20252.85220.57M0.2MB0.57+0.57B0.20+0.20252.85220.57M0.200MP. 50P. 75A0.56+0.55A0.21+0.20252.84220.555M0.205MB0.57+0.55B0.20+0.20252.80220.56M0.200MP. 75P. 100A0.52+0.55A0.20+0.20252.68220.535M0.2MB0.54+0.55B0.20+0.20252.73220.545M0.200MP. 100P. 125A0.57+0.56A0.19+0.20252.75220.565M0.195MB0.55+0.55B0.19+0.20252.68220.55M0.195MP. 125P. 150A0.56+0.55A0.21+0.20252.84220.555M0.205MB0.56+0.56B0.22+0.20252.94220.56M0.210MP. 150P. 175A0.56+0.55A0.21+0.20252.84220.555M0.205MB0.57+0.56B0.18+0.20252.68220.565M0.190MP. 175P. 200A0.53+0.55A0.16+0.20252.43220.54M0.18MB0.55+0.55B0.16+0.20252.48220.55M0.180MP. 200P. 225A0.54+0.55A0.16+0.20252.45220.545M0.18MB0.57+0.55B0.16+0.20252.52220.56M0.180MVOLUME49.08BACK UP DATA VOLUME DINDING PARIT BETON CORNOP.-P.TINGGITEBAL DINDINGPANJANGVOLUMEKET(M)(M)(M)(M)P. 225P. 250A0.53+0.55A0.15+0.20252.36220.54M0.175MB0.53+0.55B0.18+0.20252.57220.54M0.190MP. 250P. 275A0.55+0.55A0.16+0.20252.48220.55M0.18MB0.55+0.55B0.20+0.20252.75220.55M0.200MP. 275P. 300A0.55+0.55A0.22+0.22253.03220.55M0.22MB0.55+0.55B0.22+0.22253.03220.55M0.220MP. 300P. 325A0.56+0.55A0.17+0.20252.57220.555M0.185MB0.57+0.55B0.16+0.20252.52220.56M0.180MP. 325P. 350A0.55+0.55A0.15+0.20252.41220.55M0.175MB0.55+0.55B0.16+0.20252.48220.55M0.180MP. 350P. 375A0.56+0.55A0.14+0.20252.36220.555M0.17MB0.55+0.56B0.17+0.20252.57220.555M0.185MP. 375P. 400A0.56+0.55A0.18+0.20252.64220.555M0.19MB0.57+0.56B0.17+0.20252.61220.565M0.185MP. 400P. 425A0.52+0.55A0.15+0.20252.34220.535M0.175MB0.52+0.55B0.15+0.20252.34220.535M0.175MP. 425P. 450A0.53+0.55A0.21+0.20252.77220.54M0.205MB0.52+0.55B0.17+0.20252.47220.535M0.185MVOLUME46.27BACK UP DATA VOLUME DINDING PARIT BETON CORNOP.-P.TINGGITEBAL DINDINGPANJANGVOLUMEKET(M)(M)(M)(M)P. 450P. 475A0.54+0.55A0.20+0.20252.73220.545M0.2MB0.53+0.55B0.16+0.17252.23220.54M0.165MP. 475P. 500A0.50+0.50A0.20+0.20252.50220.5M0.2MB0.50+0.50B0.21+0.20252.56220.5M0.205MP. 500P. 525A0.55+0.55A0.22+0.22253.03220.55M0.22MB0.55+0.55B0.20+0.22252.89220.55M0.210MP. 525P. 550A0.54+0.55A0.16+0.16252.18220.545M0.16MB0.56+0.55B0.16+0.16252.22220.555M0.160MP. 550P. 575A0.52+0.55A0.15+0.15252.01220.535M0.15MB0.59+0.55B0.15+0.15252.14220.57M0.150MP. 575P. 600A0.51+0.55A0.20+0.20252.65220.53M0.2MB0.53+0.56B0.19+0.20252.66220.545M0.195MP. 600P. 625A0.50+0.51A0.17+0.20252.34220.505M0.185MB0.55+0.56B0.16+0.20252.50220.555M0.180MP. 625P. 650A0.56+0.55A0.17+0.20252.57220.555M0.185MB0.56+0.55B0.17+0.20252.57220.555M0.185MP. 650P. 675A0.52+0.53A0.19+0.20252.56220.525M0.195MB0.53+0.52B0.20+0.20252.63220.525M0.200MVOLUME44.93BACK UP DATA VOLUME DINDING PARIT BETON CORNOP.-P.TINGGITEBAL DINDINGPANJANGVOLUMEKET(M)(M)(M)(M)P. 675P. 700A0.56+0.55A0.17+0.17252.36220.555M0.17MB0.57+0.55B0.17+0.17252.38220.56M0.170MP. 700P. 725A0.46+0.46A0.25+0.50254.31220.46M0.375MB0.55+0.55B0.23+0.23253.16220.55M0.230MP. 725P. 750A0.41+0.41A0.16+0.16251.64220.41M0.16MB0.56+0.55B0.16+0.16252.22220.555M0.160MP. 750P. 775A0.40+0.41A0.13+0.12251.27220.405M0.125MB0.55+0.55B0.17+0.16252.27220.55M0.165MP. 775P. 800A0.33+0.33A0.15+0.15251.24220.33M0.15MB0.60+0.60B0.15+0.15252.25220.6M0.150MP. 800P. 825A0.51+0.55A0.15+0.15251.99220.53M0.15MB0.53+0.56B0.15+0.15252.04220.545M0.150MP. 825P. 850A0.56+0.55A0.23+0.20252.98220.555M0.215MB0.57+0.56B0.19+0.20252.75220.565M0.195MP. 850P. 875A0.60+0.60A0.22+0.20253.15220.6M0.21MB0.60+0.60B0.18+0.20252.85220.6M0.190MVOLUME38.86BACK UP DATA VOLUME DINDING PARIT BETON CORNOP.-P.TINGGITEBAL DINDINGPANJANGVOLUMEKET(M)(M)(M)(M)P. 875P. 900A0.57+0.56A0.18+0.19252.61220.565M0.185MB0.58+0.57B0.20+0.20252.88220.575M0.200MP. 900P. 925A0.57+0.56A0.17+0.16252.33220.565M0.165MB0.59+0.60B0.16+0.17252.45220.595M0.165MP. 925P. 950A0.61+0.60A0.19+0.19252.87220.605M0.19MB0.62+0.61B0.18+0.18252.77220.615M0.180MP. 950P. 975A0.56+0.56A0.19+0.18252.59220.56M0.185MB0.56+0.56B0.17+0.18252.45220.56M0.175MP. 975P. 1.000A0.55+0.55A0.19+0.18252.54220.55M0.185MB0.54+0.55B0.17+0.18252.38220.545M0.175MVOLUME25.88VOLUME TOTAL205.02
MBD0011DCCC.unknown
MBD001245AA.unknown
MBD00120541.unknown
MBD0000265F.unknown
MBD0011B1F7.unknown
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