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Sheet2CALCULATION SHEET

Satuan Kerja:SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK:Pembangunan Bendung Gerak TempeNO. PATOK: APaket Pekerjaan:Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Nomor/Tgl Kontrak:HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi:Kab. BoneSumber Dana:APBNTahun Anggaran:201332,200.00

NO.SKETSAPERHITUNGANSatuanKuantitas

I.KosrekanLebar Tanggul Kiri:0.00m0.000Lebar Tanggul Kanan:0.00

II.Galianm217.512No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 2.3190 perimeter 10.190010.0000.9920.0005.10925.150(2.440)(12.566)(315.150)1 at point X= 0.0000 Y= 5.7186 Z= 0.00003129.160(2.440)92.995(326.716)2 at point X= 0.8593 Y= 4.0000 Z= 0.00004133.9000.72069.49477.6883 at point X= 3.8403 Y= 4.0000 Z= 0.00005107.9000.519(169.079)35.6554 at point X= 4.3284 Y= 4.3190 Z= 0.0000668.700(1.567)(111.019)(48.107)5 at point X= 3.8593 Y= 4.3230 Z= 0.0000730.700(1.616)(30.055)(14.706)6 at point X= 0.8593 Y= 4.9130 Z= 0.000089.100(0.979)9.0270.000 area 2.893210.0000.9920.0000.000 perimeter 9.7480

Total(151.203)(586.227)Area (m)217.512

III.Timbunanm0.000No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.1255 perimeter 5.8925

1 at point X= 0.0000 Y= 5.2850 Z= 0.00002 at point X= 1.2000 Y= 6.0340 Z= 0.00003 at point X= 2.7000 Y= 6.0380 Z= 0.00004 at point X= 0.8810 Y= 6.0380 Z= 0.0000 area 0.0289 perimeter 1.0051

1 at point X= 2.8810 Y= 6.0380 Z= 0.00002 at point X= 2.7000 Y= 6.0380 Z= 0.00003 at point X= 3.0407 Y= 5.7186 Z= 0.0000 area 0.7005 perimeter 8.8281

1 at point X= 24.9190 Y= 6.0380 Z= 0.00002 at point X= 24.6299 Y= 5.4599 Z= 0.00003 at point X= 25.4000 Y= 5.7520 Z= 0.00004 at point X= 26.1500 Y= 6.0230 Z= 0.00005 at point X= 26.9000 Y= 5.7530 Z= 0.00006 at point X= 28.4000 Y= 4.7530 Z= 0.00007 at point X= 26.9190 Y= 6.0380 Z= 0.0000

Total0.0000.000Area (m)0.000

Diperiksa Oleh :Dibuat Oleh :Pengawas IPengawas IIPengawas IIIIPT. LIMA TUJUH TUJUH

A r a f a hT o l aHamka, BEAbdul Hakim, STNip. 19641231 200502 1 002Nip. -Nip. -Kepala ProyekCALCULATION SHEET

Satuan Kerja:SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK:Pembangunan Bendung Gerak TempeNO. PATOK: 1Paket Pekerjaan:Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)NO. LEMBARNomor/Tgl Kontrak:HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi:Kab. BoneSumber Dana:APBNTahun Anggaran:201332,200.00

NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.00m1.000Lebar Tanggul Kanan:1.00


1 at point X= 17.8593 Y= 4.3880 Z= 0.0000

Total(151.203)(586.227)Area (m)217.512

III.Timbunanm8.568No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.1255KANAN perimeter 5.892510.0001.9800.0001.98021.0001.9801.2007.9201 at point X= 0.0000 Y= 5.2850 Z= 0.000034.0001.2004.8008.3042 at point X= 1.2000 Y= 6.0340 Z= 0.000046.9201.20021.1066.0843 at point X= 2.7000 Y= 6.0380 Z= 0.000055.0703.05015.4643.2644 at point X= 0.8810 Y= 6.0380 Z= 0.000061.0703.0502.1190.000 area 0.028910.0001.9800.0000.000 perimeter 1.0051

1 at point X= 2.8810 Y= 6.0380 Z= 0.00002 at point X= 2.7000 Y= 6.0380 Z= 0.00003 at point X= 3.0407 Y= 5.7186 Z= 0.0000 area 0.7005 perimeter 8.8281

1 at point X= 24.9190 Y= 6.0380 Z= 0.00002 at point X= 24.6299 Y= 5.4599 Z= 0.00003 at point X= 25.4000 Y= 5.7520 Z= 0.00004 at point X= 26.1500 Y= 6.0230 Z= 0.00005 at point X= 26.9000 Y= 5.7530 Z= 0.00006 at point X= 28.4000 Y= 4.7530 Z= 0.00007 at point X= 26.9190 Y= 6.0380 Z= 0.0000

Total44.68827.552Area (m)8.568



Satuan Kerja:SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK:Pembangunan Bendung Gerak TempeNO. PATOK: 2Paket Pekerjaan:Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Nomor/Tgl Kontrak:HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi:Kab. BoneSumber Dana:APBNTahun Anggaran:20139.05

NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.00m2.000Lebar Tanggul Kanan:2.002.44


Total(91.019)(522.007)Area (m)215.494

III.Timbunanm11.193No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.6662KANAN perimeter 8.560710.0001.7100.0003.42022.0001.3701.9204.2471 at point X= 0.0000 Y= 5.0050 Z= 0.000033.1000.9602.9144.5792 at point X= 1.1000 Y= 6.0950 Z= 0.000044.7700.9404.3417.0503 at point X= 2.6000 Y= 6.1130 Z= 0.000057.5000.89022.8754.8594 at point X= 3.4876 Y= 5.6248 Z= 0.000065.3403.05016.2874.0875 at point X= 3.1460 Y= 6.3080 Z= 0.000071.3403.0502.2910.0006 at point X= 1.1460 Y= 6.3080 Z= 0.000010.0001.7100.0000.000 area 0.4804 perimeter 4.0436

1 at point X= 23.4540 Y= 6.3080 Z= 0.00002 at point X= 23.1081 Y= 5.6162 Z= 0.00003 at point X= 24.1000 Y= 6.0130 Z= 0.00004 at point X= 24.8500 Y= 6.3080 Z= 0.0000 area 0.1653 perimeter 4.5699

1 at point X= 24.8500 Y= 6.3080 Z= 0.00002 at point X= 25.6000 Y= 6.0100 Z= 0.00003 at point X= 26.6000 Y= 5.0010 Z= 0.00004 at point X= 25.4540 Y= 6.3080 Z= 0.0000

Total50.62828.243Area (m)11.193



Satuan Kerja:SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK:Pembangunan Bendung Gerak TempeNO. PATOK: 3Paket Pekerjaan:Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Nomor/Tgl Kontrak:HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi:Kab. BoneSumber Dana:APBNTahun Anggaran:2013


II.Galianm145.497No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 2.6052 perimeter 9.389310.0000.6170.0002.82024.570(2.430)(11.105)(248.978)1 at point X= 0.0000 Y= 5.4122 Z= 0.00003102.460(2.430)95.595(261.225)2 at point X= 0.7061 Y= 4.0000 Z= 0.00004107.5000.933(78.884)75.1073 at point X= 3.5956 Y= 4.0000 Z= 0.0000580.500(0.734)(116.967)(42.927)4 at point X= 4.0820 Y= 4.4865 Z= 0.0000658.500(1.453)(99.626)(42.282)5 at point X= 3.2061 Y= 4.5110 Z= 0.0000729.100(1.703)(48.219)(24.012)6 at point X= 0.7061 Y= 5.0280 Z= 0.0000814.100(1.657)8.7000.000 area 2.865810.0000.6170.0000.000 perimeter 9.4002

at point X= 18.4266 Y= 5.4410 Z= 0.0000

Total(250.504)(541.499)Area (m)145.497

III.Timbunanm17.529No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 0.8803KIRI perimeter 9.242810.0001.7600.0007.09324.0301.76010.1159.7331 at point X= 0.0000 Y= 4.7100 Z= 0.000035.5302.51013.88014.6332 at point X= 1.2000 Y= 5.9430 Z= 0.000045.8302.51017.78213.2783 at point X= 2.7000 Y= 5.9530 Z= 0.000055.2903.05016.1353.9354 at point X= 3.6939 Y= 5.4122 Z= 0.000061.2903.0502.2700.0005 at point X= 3.2895 Y= 6.2210 Z= 0.000010.0001.7600.0000.0006 at point X= 1.2895 Y= 6.2210 Z= 0.0000 area 0.6495KANAN perimeter 4.308510.0001.9700.0001.28120.6501.5700.5533.7681 at point X= 22.5105 Y= 6.2210 Z= 0.000032.4000.8502.0406.1802 at point X= 22.1205 Y= 5.4410 Z= 0.000047.2700.85022.1744.3183 at point X= 23.2000 Y= 5.8050 Z= 0.000055.0803.05015.4943.2944 at point X= 23.9500 Y= 6.2210 Z= 0.000061.0803.0502.1280.000 area 0.237310.0001.9700.0000.000 perimeter 5.3189


Total102.57067.511Area (m)17.529

3.3333333333





II.Galianm136.3232.23No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 3.6394 perimeter 10.653710.0000.2630.0000.98423.740(2.230)(8.340)(220.369)1 at point X= 0.0000 Y= 5.8167 Z= 0.0000398.820(2.230)121.055(231.920)2 at point X= 0.9084 Y= 4.0000 Z= 0.00004104.0001.225(82.472)98.7353 at point X= 3.6769 Y= 4.0000 Z= 0.0000580.600(0.793)(94.866)(48.373)4 at point X= 4.5682 Y= 4.6051 Z= 0.0000661.000(1.177)(79.422)(51.553)5 at point X= 3.9084 Y= 4.6260 Z= 0.0000743.800(1.302)(62.722)(22.394)6 at point X= 0.9084 Y= 5.3120 Z= 0.0000817.200(1.432)4.5240.000 area 3.735410.0000.2630.0000.000 perimeter 11.1773

1 at point X= 13.9084 Y= 4.6230 Z= 0.00002 at point X= 13.2522 Y= 4.6027 Z= 0.00003 at point X= 14.1399 Y= 4.0000 Z= 0.0000

Total(202.244)(474.890)Area (m)136.323

III.Timbunanm17.868No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.9041KIRI perimeter 9.080310.0001.4600.0005.54823.8001.4609.7288.4681 at point X= 0.0000 Y= 4.8010 Z= 0.000035.8002.56014.84815.6162 at point X= 1.4000 Y= 6.1950 Z= 0.000046.1002.56018.60514.3363 at point X= 2.9000 Y= 6.2010 Z= 0.000055.6003.05017.0804.8804 at point X= 3.5916 Y= 5.8167 Z= 0.000061.6003.0502.3360.0005 at point X= 3.2685 Y= 6.4630 Z= 0.000010.0001.4600.0000.0006 at point X= 1.2685 Y= 6.4630 Z= 0.0000 area 0.1176 perimeter 2.1531

KANAN1 at point X= 21.7315 Y= 6.4630 Z= 0.000010.0001.9600.0005.1942 at point X= 21.5368 Y= 6.0735 Z= 0.000022.6501.2202.1474.7583 at point X= 21.7000 Y= 6.1920 Z= 0.000033.9000.8103.1595.9374 at point X= 22.4500 Y= 6.4630 Z= 0.000047.3300.81022.3574.123 area 1.401255.0903.05015.5253.325 perimeter 7.317961.0903.0502.1360.00010.0001.9600.0000.0001 at point X= 22.4500 Y= 6.4630 Z= 0.00002 at point X= 23.2000 Y= 6.1810 Z= 0.00003 at point X= 24.7000 Y= 4.7580 Z= 0.00004 at point X= 25.4447 Y= 4.7498 Z= 0.00005 at point X= 23.7315 Y= 6.4630 Z= 0.0000

3.550

Total107.92072.185Area (m)17.868



Satuan Kerja:SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK:Pembangunan Bendung Gerak TempeNO. PATOK: 5Paket Pekerjaan:Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Nomor/Tgl Kontrak:HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi:Kab. BoneSumber Dana:APBN3.38Tahun Anggaran:2013

NO.SKETSAPERHITUNGANSatuanKuantitas9.71I.KosrekanLebar Tanggul Kiri:0.30m1.000Lebar Tanggul Kanan:0.70

II.Galianm172.4492.2No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 4.3535 perimeter 12.257210.0001.4570.0007.99925.490(2.200)(12.078)(221.540)1 at point X= 0.0000 Y= 6.4856 Z= 0.00003100.700(2.200)107.246(232.320)2 at point X= 1.2428 Y= 4.0000 Z= 0.00004105.6001.065103.38293.5073 at point X= 4.0428 Y= 4.0000 Z= 0.0000587.8000.979(86.307)68.5304 at point X= 4.9688 Y= 4.7876 Z= 0.0000670.000(0.983)(77.910)(53.279)5 at point X= 4.2428 Y= 4.8140 Z= 0.0000754.200(1.113)(76.043)(26.712)6 at point X= 1.2428 Y= 5.3630 Z= 0.0000824.000(1.403)8.208(7.155)7 at point X= 0.0428 Y= 6.4860 Z= 0.000095.1000.3427.4310.000 area 4.064510.0001.4570.0000.000 perimeter 11.3953

1 at point X= 16.5188 Y= 4.7859 Z= 0.00002 at point X= 17.4428 Y= 4.0000 Z= 0.0000

Total(26.071)(370.970)Area (m)172.449

III.Timbunanm16.499No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 1.2750KIRI perimeter 8.655010.0001.3700.0005.86424.2801.37010.4868.1931 at point X= 0.0000 Y= 4.8411 Z= 0.000035.9802.45014.65115.3862 at point X= 0.7873 Y= 4.8420 Z= 0.000046.2802.45019.15413.9163 at point X= 2.3873 Y= 6.4730 Z= 0.000055.6803.05017.3245.1244 at point X= 3.6445 Y= 6.4856 Z= 0.000061.6803.0502.3020.0005 at point X= 1.6445 Y= 6.4856 Z= 0.000010.0001.3700.0000.000 area 2.2238 perimeter 9.1796

1 at point X= 24.9259 Y= 6.0772 Z= 0.00002 at point X= 24.9873 Y= 6.1230 Z= 0.00003 at point X= 25.5873 Y= 6.4150 Z= 0.0000KANAN4 at point X= 26.1873 Y= 6.1380 Z= 0.000010.0002.0300.0001.4215 at point X= 27.4873 Y= 4.8930 Z= 0.000020.7001.7800.69312.6026 at point X= 28.7345 Y= 4.8893 Z= 0.000037.0800.99021.5944.9707 at point X= 27.1328 Y= 6.4910 Z= 0.000045.0203.05015.3113.1118 at point X= 25.1328 Y= 6.4910 Z= 0.000051.0203.0502.0710.00010.0002.0300.0000.000

Total103.58570.586Area (m)16.499




NO.SKETSAPERHITUNGANSatuanKuantitasI.Kosrekan2.13Lebar Tanggul Kiri:0.30m0.900Lebar Tanggul Kanan:0.60

II.Galianm130.492No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 3.6005 perimeter 10.942010.0000.4520.0001.74923.870(2.130)(8.243)(214.853)1 at point X= 0.0000 Y= 5.9235 Z= 0.00003100.870(2.130)116.908(225.354)2 at point X= 0.9618 Y= 4.0000 Z= 0.00004105.8001.159(107.704)92.7203 at point X= 3.6798 Y= 4.0000 Z= 0.0000580.000(1.018)(83.600)(62.302)4 at point X= 4.6046 Y= 4.7363 Z= 0.0000661.200(1.045)(72.216)(43.263)5 at point X= 3.9618 Y= 4.7570 Z= 0.0000741.400(1.180)(59.616)(17.464)6 at point X= 0.9618 Y= 5.1740 Z= 0.0000814.800(1.440)6.6900.000 area 3.475410.0000.4520.0000.000 perimeter 10.8702

1 at point X= 15.9618 Y= 4.7450 Z= 0.00002 at point X= 15.3319 Y= 4.7260 Z= 0.0000

Total(207.782)(468.766)Area (m)130.492

III.Timbunanm16.337No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 1.3960KIRI perimeter 8.978510.0001.3400.0005.56124.1501.34010.0026.7671 at point X= 0.0000 Y= 5.1916 Z= 0.000035.0502.41012.17115.3042 at point X= 0.7544 Y= 5.1930 Z= 0.000046.3502.41019.36813.7613 at point X= 1.8544 Y= 6.3340 Z= 0.000055.7103.05017.4165.2164 at point X= 3.1544 Y= 6.3430 Z= 0.000061.7103.0502.2910.0005 at point X= 3.6926 Y= 5.9235 Z= 0.000010.0001.3400.0000.0006 at point X= 3.3724 Y= 6.5640 Z= 0.00007 at point X= 1.3724 Y= 6.5640 Z= 0.0000 area 0.2080 perimeter 2.8203

1 at point X= 23.9364 Y= 6.5640 Z= 0.00002 at point X= 23.6006 Y= 5.8924 Z= 0.00003 at point X= 24.0544 Y= 6.2590 Z= 0.00004 at point X= 24.7044 Y= 6.5640 Z= 0.0000KANAN area 1.475710.0001.9400.0001.164 perimeter 6.870820.6001.8000.8406.66033.7001.4003.40410.1501 at point X= 24.7044 Y= 6.5640 Z= 0.000047.2500.92022.1134.7012 at point X= 25.3544 Y= 6.2660 Z= 0.000055.1103.05015.5863.3863 at point X= 26.5544 Y= 4.9990 Z= 0.000061.1103.0502.1530.0004 at point X= 27.5090 Y= 4.9914 Z= 0.000010.0001.9400.0000.0005 at point X= 25.9364 Y= 6.5640 Z= 0.0000

Total105.34272.669Area (m)16.337




NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.30m0.800Lebar Tanggul Kanan:0.501.93II.Galianm79.824No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 5.0486 perimeter 17.467010.0000.0030.0000.00922.900(1.930)(5.597)(199.620)1 at point X= 0.0000 Y= 5.7848 Z= 0.00003103.430(1.930)18.824(205.738)2 at point X= 0.8924 Y= 4.0000 Z= 0.00004106.6000.182(137.088)15.3613 at point X= 6.4924 Y= 4.0000 Z= 0.0000584.400(1.286)(103.474)(72.530)4 at point X= 7.3202 Y= 5.6556 Z= 0.0000656.400(1.226)(79.862)(42.665)5 at point X= 6.4924 Y= 4.9250 Z= 0.0000734.800(1.416)(55.367)(16.992)6 at point X= 3.6924 Y= 4.6460 Z= 0.0000812.000(1.591)0.0360.0007 at point X= 0.8924 Y= 4.8460 Z= 0.000010.0000.0030.0000.000

Total(362.528)(522.176)Area (m)79.824

III.Timbunanm17.684No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.3059KIRI perimeter 3.435310.0001.1500.0002.84122.4701.1505.6077.3261 at point X= 0.0000 Y= 6.9500 Z= 0.000036.3702.27014.46015.1412 at point X= 1.1076 Y= 5.7848 Z= 0.000046.6702.27020.34413.3933 at point X= 0.5250 Y= 6.9500 Z= 0.000055.9003.05017.9955.795 area 0.95061.9003.0502.1850.000 perimeter 6.50110.0001.1500.0000.0001 at point X= 8.428 Y= 5.656 Z= 0.0002 at point X= 9.900 Y= 6.955 Z= 0.0003 at point X= 10.900 Y= 7.291 Z= 0.0004 at point X= 9.246 Y= 7.291 Z= 0.000 area 0.107 perimeter 2.177

1 at point X= 10.900 Y= 7.291 Z= 0.000KANAN2 at point X= 11.900 Y= 6.976 Z= 0.00010.0001.9000.0000.9503 at point X= 11.578 Y= 7.291 Z= 0.00020.5001.7600.8302.99231.7001.6602.0063.65242.2001.1802.5968.28457.0201.18021.4116.07765.1503.05015.7083.50871.1503.0502.1850.00010.0001.9000.0000.000

Total105.32669.957Area (m)17.684





II.Galianm52.0341.86No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 6.9476 perimeter 19.811710.0001.1750.0005.34624.550(1.860)(8.463)(187.562)1 at point X= 0.0000 Y= 6.6130 Z= 0.00003100.840(1.860)(82.588)(190.464)2 at point X= -0.0065 Y= 6.6130 Z= 0.00004102.400(0.819)(163.738)(65.848)3 at point X= 1.3000 Y= 4.0000 Z= 0.0000580.400(1.599)(147.132)(93.062)4 at point X= 6.3000 Y= 4.0000 Z= 0.0000658.200(1.830)(106.797)(74.298)5 at point X= 7.6269 Y= 6.6538 Z= 0.0000740.600(1.835)(74.501)(47.710)6 at point X= 6.3000 Y= 5.1950 Z= 0.0000826.000(1.835)(8.450)(25.690)7 at point X= 3.8000 Y= 4.9490 Z= 0.0000914.000(0.325)16.4500.0008 at point X= 1.3000 Y= 5.2000 Z= 0.000010.0001.1750.0000.000

Total(575.219)(679.288)Area (m)52.034

III.Timbunanm16.768No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1KIRI area 0.20110.0000.9200.0003.487 perimeter 3.39223.7900.9206.8984.77535.1901.8209.4469.9921 at point X= 0.000 Y= 6.654 Z= 0.00045.4901.82011.47412.9042 at point X= 0.373 Y= 7.064 Z= 0.00057.0902.09021.62512.8123 at point X= 1.373 Y= 7.343 Z= 0.00066.1303.05018.6976.4974 at point X= 0.345 Y= 7.343 Z= 0.00072.1303.0501.9600.000 area 0.36010.0000.9200.0000.000 perimeter 7.037


KANAN10.0001.6600.0003.32022.0001.3302.1803.19232.4001.0902.6166.92246.3501.09016.1935.33054.8902.55012.4702.27060.8902.5501.4770.00010.0001.6600.0000.000

Total105.03471.499Area (m)16.768




NO.SKETSAPERHITUNGANSatuanKuantitasI.Kosrekan3.87Lebar Tanggul Kiri:0.30m1.700Lebar Tanggul Kanan:1.401.77II.Galianm65.536No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 6.2111 perimeter 15.970910.0000.3200.0000.69822.180(1.770)(3.859)(35.666)1 at point X= 0.0000 Y= 6.1160 Z= 0.0000320.150(1.770)6.4480.0002 at point X= 1.0580 Y= 4.0000 Z= 0.000010.0000.3200.0000.0003 at point X= 5.0580 Y= 4.0000 Z= 0.00004 at point X= 6.2191 Y= 6.3223 Z= 0.00005 at point X= 6.1580 Y= 6.3080 Z= 0.00006 at point X= 5.0580 Y= 5.2230 Z= 0.000010.000(1.770)0.000(77.137)7 at point X= 1.0580 Y= 5.1980 Z= 0.0000243.580(1.770)30.942(83.703)347.2900.710(15.606)21.790430.690(0.330)(46.342)(3.330)510.090(1.510)(17.859)0.00010.000(1.770)0.0000.000

Total(46.276)(177.348)Area (m)65.536

III.Timbunanm21.282No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.8946 perimeter 7.8161KIRI10.0000.9800.0002.5971 at point X= 0.0000 Y= 5.3356 Z= 0.000022.6500.9804.6385.2432 at point X= 0.4889 Y= 5.3370 Z= 0.000035.3501.75011.18211.8133 at point X= 1.5889 Y= 6.3180 Z= 0.000046.7502.09014.10814.7354 at point X= 3.0889 Y= 6.3260 Z= 0.000057.0502.09021.50312.7285 at point X= 3.3309 Y= 6.1160 Z= 0.000066.0903.05018.5756.3756 at point X= 3.1474 Y= 6.4830 Z= 0.000072.0903.0502.0480.0007 at point X= 1.1474 Y= 6.4830 Z= 0.000010.0000.9800.0000.000 area 0.0489 perimeter 1.4956

1 at point X= 9.6304 Y= 6.4830 Z= 0.00002 at point X= 9.5500 Y= 6.3223 Z= 0.00003 at point X= 10.2389 Y= 6.4830 Z= 0.0000 area 0.9222 perimeter 6.0769KANAN10.0001.8700.0002.6181 at point X= 10.2389 Y= 6.4830 Z= 0.000021.4001.4801.0923.7002 at point X= 10.9889 Y= 6.3230 Z= 0.000032.5000.7801.9505.8113 at point X= 12.1889 Y= 5.2860 Z= 0.000047.4500.78022.7234.0404 at point X= 12.8279 Y= 5.2855 Z= 0.000055.1803.05015.7993.5995 at point X= 11.6304 Y= 6.4830 Z= 0.000061.1803.0502.2070.00010.0001.8700.0000.000

Total115.82273.258Area (m)21.282




NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.30m1.100Lebar Tanggul Kanan:0.801.67II.Galianm65.601No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 3.3993 perimeter 11.137510.0000.1500.0000.41022.730(1.670)(4.559)(21.159)1 at point X= 0.0000 Y= 6.0134 Z= 0.0000312.670(1.670)1.9010.0002 at point X= 1.0067 Y= 4.0000 Z= 0.000010.0000.1500.0000.0003 at point X= 3.6152 Y= 4.0000 Z= 0.00004 at point X= 5.899 Y= 4.790 Z= 0.0005 at point X= 0.899 Y= 5.000 Z= 0.00010.000(1.670)0.000(68.203)6 at point X= 4.5713 Y= 4.8539 Z= 0.0000240.840(1.670)38.798(74.749)7 at point X= 1.0067 Y= 5.0000 Z= 0.0000344.7600.950(9.847)20.292 area 3.4203421.360(0.220)(32.467)(0.915) perimeter 11.247554.160(1.520)(6.947)0.00010.000(1.670)0.0000.0001 at point X= 7.4412 Y= 4.8547 Z= 0.00002 at point X= 8.3982 Y= 4.0000 Z= 0.00003 at point X= 11.0067 Y= 4.0000 Z= 0.0000

Total(13.122)(144.325)Area (m)65.601

III.Timbunanm21.771No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 1.6802 perimeter 7.0367KIRI10.0000.8100.0003.4671 at point X= 0.0000 Y= 5.2414 Z= 0.000024.2800.8108.2184.9252 at point X= 0.9331 Y= 5.2440 Z= 0.000036.0801.92012.89013.5943 at point X= 2.4331 Y= 6.5060 Z= 0.000047.0802.12015.01015.6464 at point X= 2.9331 Y= 6.7830 Z= 0.000057.3802.12023.24713.4625 at point X= 1.5416 Y= 6.7830 Z= 0.000066.3503.15020.0037.403 area 0.177372.3503.1501.9040.000 perimeter 2.738510.0000.8100.0000.0001 at point X= 2.9331 Y= 6.7830 Z= 0.00002 at point X= 3.4331 Y= 6.5100 Z= 0.00003 at point X= 3.9264 Y= 6.0134 Z= 0.00004 at point X= 3.5416 Y= 6.7830 Z= 0.0000 area 1.8034 perimeter 9.5878

KANAN1 at point X= 15.9650 Y= 6.0638 Z= 0.000010.0001.9300.0001.5442 at point X= 16.4331 Y= 6.5450 Z= 0.000020.8001.8600.9763.1623 at point X= 17.4931 Y= 6.5380 Z= 0.000031.7001.2202.0748.7474 at point X= 19.0931 Y= 5.2290 Z= 0.000047.1701.22022.5866.3685 at point X= 19.8794 Y= 5.2282 Z= 0.000055.2203.15016.4433.8436 at point X= 18.3246 Y= 6.7830 Z= 0.000061.2203.1502.3550.0007 at point X= 16.3246 Y= 6.7830 Z= 0.000010.0001.9300.0000.000

Total125.70382.160Area (m)21.771




NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.30m2.000Lebar Tanggul Kanan:1.701.59II.Galianm24.031No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 3.1892 perimeter 10.206810.000(0.390)0.000(0.698)21.790(1.590)(2.846)(8.777)1 at point X= 0.0000 Y= 5.9428 Z= 0.000035.520(1.590)(5.796)(3.180)2 at point X= 0.9714 Y= 4.0000 Z= 0.000042.000(1.050)(0.780)0.0003 at point X= 3.5599 Y= 4.0000 Z= 0.000010.000(0.390)0.0000.0004 at point X= 4.0498 Y= 4.8903 Z= 0.00005 at point X= 0.9714 Y= 5.0060 Z= 0.0000 area 3.1274 perimeter 10.239610.000(1.590)0.000(39.671)224.950(1.590)1.996(43.661)1 at point X= 7.8982 Y= 4.8808 Z= 0.0000327.4600.080(9.336)1.4932 at point X= 8.3829 Y= 4.0000 Z= 0.0000418.660(0.340)(29.669)0.0003 at point X= 10.9714 Y= 4.0000 Z= 0.000010.000(1.590)0.0000.0004 at point X= 11.9501 Y= 5.9574 Z= 0.00005 at point X= 10.9714 Y= 4.9810 Z= 0.0000

Total(46.432)(94.494)Area (m)24.0313.730III.Timbunanm31.508No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.4678KIRI perimeter 5.082210.0000.0700.0000.44526.3600.0704.0070.5641 at point X= 0.0000 Y= 5.3990 Z= 0.000038.0600.6309.9945.5822 at point X= 1.1000 Y= 6.5570 Z= 0.000048.8601.24010.98611.3583 at point X= 1.8500 Y= 6.8230 Z= 0.000059.1601.24029.5878.8784 at point X= 0.7885 Y= 6.8230 Z= 0.000067.1603.23023.12710.207area 0.271873.1603.2300.2210.000 perimeter 3.594410.0000.0700.0000.0001 at point X= 1.8500 Y= 6.8230 Z= 0.00002 at point X= 2.6000 Y= 6.5490 Z= 0.00003 at point X= 3.2286 Y= 5.9428 Z= 0.00004 at point X= 2.7885 Y= 6.8230 Z= 0.0000area 0.6226 perimeter 8.6590

KANAN1 at point X= 15.6115 Y= 6.8230 Z= 0.000010.0001.9100.0003.2472 at point X= 15.1787 Y= 5.9574 Z= 0.000021.7001.7601.9384.0483 at point X= 15.9000 Y= 6.6770 Z= 0.000032.3001.1402.6228.4474 at point X= 17.4000 Y= 6.6710 Z= 0.000047.4101.14023.9346.0655 at point X= 18.5000 Y= 5.5180 Z= 0.000055.3203.23017.1844.2646 at point X= 17.6115 Y= 6.8230 Z= 0.000061.3203.2302.5210.00010.0001.9100.0000.000

Total126.12263.106Area (m)31.508




NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.30m1.600Lebar Tanggul Kanan:1.301.55II.Galianm71.905No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 1.0395 perimeter 7.873310.000(1.550)0.000(74.803)248.260(1.550)33.782(80.027)1 at point X= 0.0000 Y= 5.0026 Z= 0.0000351.6300.7000.51617.2412 at point X= 0.5013 Y= 4.0000 Z= 0.0000424.6300.010(17.734)0.0663 at point X= 3.1098 Y= 4.0000 Z= 0.000056.630(0.720)(10.277)0.0004 at point X= 3.4270 Y= 4.2833 Z= 0.000010.000(1.550)0.0000.0005 at point X= 0.5013 Y= 4.3910 Z= 0.0000area 1.1059 perimeter 7.8130

Total6.288(137.522)Area (m)71.905

III.Timbunanm27.215No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 0.596KIRI perimeter 5.26310.0000.5000.0002.21524.4300.5006.0692.7151 at point X= 0.000 Y= 5.386 Z= 0.00035.4301.3707.4399.2202 at point X= 1.200 Y= 6.706 Z= 0.00046.7301.37011.97911.4123 at point X= 1.800 Y= 7.006 Z= 0.00058.3301.78027.48912.1044 at point X= 0.797 Y= 7.006 Z= 0.00066.8003.30022.4409.240area 0.69472.8003.3001.4000.000 perimeter 6.10410.0000.5000.0000.0001 at point X= 1.800 Y= 7.006 Z= 0.0002 at point X= 2.400 Y= 6.709 Z= 0.0003 at point X= 3.795 Y= 5.007 Z= 0.0004 at point X= 3.796 Y= 5.007 Z= 0.0005 at point X= 2.797 Y= 7.006 Z= 0.000 area 0.563 perimeter 4.789KANAN10.0001.9100.0002.4831 at point X= 14.804 Y= 5.007 Z= 0.00021.3001.7701.4173.0982 at point X= 14.817 Y= 5.007 Z= 0.00031.7501.0901.9088.2843 at point X= 16.300 Y= 6.687 Z= 0.00047.6001.09025.0805.8754 at point X= 15.644 Y= 6.687 Z= 0.00055.3903.30017.7874.58761.3903.3002.6550.00010.0001.9100.0000.000

Total125.66371.233Area (m)27.215





II.Galianm96.286No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1

10.000(1.520)0.000(102.706)267.570(1.520)50.678(107.874)370.9700.750(7.665)28.328437.770(0.108)(17.488)(1.163)510.770(0.463)(16.370)0.00010.000(1.520)0.0000.000

1.52

Total9.155(183.416)Area (m)96.286

III.Timbunanm28.308No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 0.3889KIRI perimeter 5.234810.0000.7200.0003.31224.6000.7206.0264.8241 at point X= 0.0000 Y= 5.4130 Z= 0.000036.7001.31012.73010.0872 at point X= 1.3000 Y= 6.7470 Z= 0.000047.7001.90014.63015.2003 at point X= 1.9000 Y= 6.9930 Z= 0.000058.0001.90026.48012.5214 at point X= 1.1035 Y= 6.9930 Z= 0.000066.5903.31021.8138.573area 0.719172.5903.3101.8650.000 perimeter 5.567910.0000.7200.0000.0001 at point X= 1.9000 Y= 6.9930 Z= 0.00002 at point X= 2.5000 Y= 6.7530 Z= 0.00003 at point X= 3.8977 Y= 5.4045 Z= 0.00004 at point X= 3.1035 Y= 6.9930 Z= 0.0000 area 1.2726 perimeter 10.8542


Total135.77479.157Area (m)28.308




NO.SKETSAPERHITUNGANSatuanKuantitasI.Kosrekan1.51Lebar Tanggul Kiri:0.30m1.650Lebar Tanggul Kanan:1.35

II.Galianm74.508No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 8.9153 perimeter 22.873310.000(1.510)0.000(86.946)257.580(1.510)47.791(92.246)1 at point X= 0.0000 Y= 6.4335 Z= 0.0000361.0900.830(18.694)25.9712 at point X= 1.2168 Y= 4.0000 Z= 0.0000431.290(0.306)(14.894)(4.679)3 at point X= 8.2168 Y= 4.0000 Z= 0.0000515.290(0.476)(23.088)0.0004 at point X= 9.4157 Y= 6.3980 Z= 0.000010.000(1.510)0.0000.0005 at point X= 8.2168 Y= 5.1750 Z= 0.00006 at point X= 4.7168 Y= 4.9620 Z= 0.00007 at point X= 1.2168 Y= 5.1820 Z= 0.0000

Total(8.884)(157.900)Area (m)74.508

III.Timbunanm27.492No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 2.3020KIRI perimeter 9.507010.0000.8200.0003.96124.8300.8206.3275.2731 at point X= 0.0000 Y= 5.2258 Z= 0.000036.4301.31013.3109.7332 at point X= 1.2347 Y= 5.2270 Z= 0.000047.4302.07015.38016.0013 at point X= 2.5347 Y= 6.6160 Z= 0.000057.7302.07025.58613.4344 at point X= 3.7347 Y= 6.6220 Z= 0.000066.4903.31021.4828.2425 at point X= 3.9180 Y= 6.4335 Z= 0.000072.4903.3102.0420.0006 at point X= 3.6812 Y= 6.9070 Z= 0.000010.0000.8200.0000.0007 at point X= 1.6812 Y= 6.9070 Z= 0.0000 area 0.1028 perimeter 2.2787

1 at point X= 13.5882 Y= 6.9070 Z= 0.00002 at point X= 13.3337 Y= 6.3980 Z= 0.00003 at point X= 13.6347 Y= 6.7050 Z= 0.00004 at point X= 14.2347 Y= 6.9070 Z= 0.0000KANAN area 0.238510.0001.8400.0002.484 perimeter 3.240221.3501.4801.1344.88433.3000.8402.7726.6701 at point X= 14.2347 Y= 6.9070 Z= 0.000047.9400.84026.2814.5952 at point X= 14.8347 Y= 6.7010 Z= 0.000055.4703.31018.1064.8663 at point X= 15.7948 Y= 6.7004 Z= 0.000061.4703.3102.7050.0004 at point X= 15.5882 Y= 6.9070 Z= 0.000010.0001.8400.0000.000

Total135.12580.142Area (m)27.492





II.Galianm133.421No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 7.3973 perimeter 19.819210.000(1.510)0.000(136.866)290.640(1.510)27.192(140.959)1 at point X= 0.0000 Y= 6.1102 Z= 0.0000393.3500.30013.06919.7852 at point X= 1.0551 Y= 4.0000 Z= 0.0000465.9500.140(1.319)6.7133 at point X= 7.0551 Y= 4.0000 Z= 0.0000547.950(0.020)7.193(0.411)4 at point X= 8.1616 Y= 6.2130 Z= 0.0000620.5500.150(31.031)0.0005 at point X= 7.0551 Y= 5.1360 Z= 0.000010.000(1.510)0.0000.0006 at point X= 4.0551 Y= 4.9070 Z= 0.00007 at point X= 1.0551 Y= 5.1560 Z= 0.0000

Total15.104(251.738)Area (m)133.421

III.Timbunanm18.975No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 2.1743KIRI perimeter 9.900210.0001.7200.00012.48727.2601.63024.0319.1121 at point X= 0.0000 Y= 5.2222 Z= 0.000035.5903.31018.5035.2632 at point X= 1.2363 Y= 5.2210 Z= 0.000041.5903.3102.7350.0003 at point X= 2.4363 Y= 6.6000 Z= 0.000010.0001.7200.0000.0004 at point X= 3.4363 Y= 6.6030 Z= 0.00005 at point X= 3.9812 Y= 6.1102 Z= 0.00006 at point X= 3.6168 Y= 6.8390 Z= 0.00007 at point X= 1.6168 Y= 6.8390 Z= 0.0000 area 0.1338 perimeter 2.3855

1 at point X= 12.4558 Y= 6.8390 Z= 0.00002 at point X= 12.1428 Y= 6.2130 Z= 0.00003 at point X= 12.5363 Y= 6.5960 Z= 0.0000KANAN4 at point X= 13.0363 Y= 6.8390 Z= 0.000010.0001.7700.0007.080 area 1.933724.0001.7106.8808.379 perimeter 7.350734.9001.7206.1749.63245.6001.2607.0569.5511 at point X= 13.0363 Y= 6.8390 Z= 0.000057.5801.26025.0906.9802 at point X= 13.5363 Y= 6.5990 Z= 0.000065.5403.31018.3375.0973 at point X= 14.8363 Y= 5.2360 Z= 0.000071.5403.3102.7260.0004 at point X= 16.0602 Y= 5.2345 Z= 0.000010.0001.7700.0000.0005 at point X= 14.4558 Y= 6.8390 Z= 0.0000

Total111.53173.581Area (m)18.975




NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.30m1.630Lebar Tanggul Kanan:1.331.5II.Galianm79.727No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 7.3973 perimeter 19.819210.0000.0070.0000.01822.620(1.500)(3.930)(8.820)1 at point X= 0.0000 Y= 6.1102 Z= 0.000035.880(1.500)0.0410.0002 at point X= 1.0551 Y= 4.0000 Z= 0.000010.0000.0070.0000.0003 at point X= 7.0551 Y= 4.0000 Z= 0.00004 at point X= 8.1616 Y= 6.2130 Z= 0.00005 at point X= 7.0551 Y= 5.1360 Z= 0.000010.000(1.500)0.000(127.605)6 at point X= 4.0551 Y= 4.9070 Z= 0.0000285.070(1.500)58.698(132.525)7 at point X= 1.0551 Y= 5.1560 Z= 0.0000388.3500.690(71.564)41.090459.550(0.810)(47.045)(31.874)539.350(0.790)(24.004)(13.865)617.550(0.610)(26.325)0.00010.000(1.500)0.0000.000

Total(114.127)(273.580)Area (m)79.727

III.Timbunanm29.520No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 2.1743KIRI perimeter 9.900210.0000.7800.0003.92325.0300.7808.7026.1851 at point X= 0.0000 Y= 5.2222 Z= 0.000037.9301.73013.71914.2382 at point X= 1.2363 Y= 5.2210 Z= 0.000048.2301.73027.73511.4013 at point X= 2.4363 Y= 6.6000 Z= 0.000056.5903.37022.2088.7284 at point X= 3.4363 Y= 6.6030 Z= 0.000062.5903.3702.0200.0005 at point X= 3.9812 Y= 6.1102 Z= 0.000010.0000.7800.0000.0006 at point X= 3.6168 Y= 6.8390 Z= 0.00007 at point X= 1.6168 Y= 6.8390 Z= 0.0000 area 0.1338 perimeter 2.3855

1 at point X= 12.4558 Y= 6.8390 Z= 0.00002 at point X= 12.1428 Y= 6.2130 Z= 0.0000KANAN3 at point X= 12.5363 Y= 6.5960 Z= 0.000010.0001.6700.0001.6704 at point X= 13.0363 Y= 6.8390 Z= 0.000021.0001.3300.9502.461 area 1.933731.8500.9501.7587.714 perimeter 7.350748.1200.95027.3645.41555.7003.37019.2095.7291 at point X= 13.0363 Y= 6.8390 Z= 0.000061.7003.3702.8390.0002 at point X= 13.5363 Y= 6.5990 Z= 0.000010.0001.6700.0000.0003 at point X= 14.8363 Y= 5.2360 Z= 0.00004 at point X= 16.0602 Y= 5.2345 Z= 0.00005 at point X= 14.4558 Y= 6.8390 Z= 0.0000

Total126.50467.464Area (m)29.520





II.Galianm58.7161.5No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1

10.000(1.500)0.000(139.305)292.870(1.500)21.360(143.190)395.4600.230(98.324)14.642463.660(1.030)(64.297)(43.940)542.660(1.010)(40.527)(25.917)625.660(0.950)(38.490)0.00010.000(1.500)0.0000.000

Total(220.277)(337.710)Area (m)58.716

III.Timbunanm30.250No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 0.3889KIRI perimeter 5.234810.0000.5700.0002.87325.0400.5705.6453.8991 at point X= 0.0000 Y= 5.4130 Z= 0.000036.8401.12010.4659.3412 at point X= 1.3000 Y= 6.7470 Z= 0.000048.3401.53012.76013.2193 at point X= 1.9000 Y= 6.9930 Z= 0.000058.6401.53029.11710.4044 at point X= 1.1035 Y= 6.9930 Z= 0.000066.8003.37022.9169.436area 0.719172.8003.3701.5960.000 perimeter 5.567910.0000.5700.0000.0001 at point X= 1.9000 Y= 6.9930 Z= 0.00002 at point X= 2.5000 Y= 6.7530 Z= 0.00003 at point X= 3.8977 Y= 5.4045 Z= 0.00004 at point X= 3.1035 Y= 6.9930 Z= 0.0000 area 1.2726 perimeter 10.8542


Total134.59674.097Area (m)30.250




NO.SKETSAPERHITUNGANSatuanKuantitasI.KosrekanLebar Tanggul Kiri:0.30m1.800Lebar Tanggul Kanan:1.501.49II.Galianm50.564No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1area 8.9153 perimeter 22.873310.000(0.410)0.000(0.668)21.630(1.490)(2.429)(9.566)1 at point X= 0.0000 Y= 6.4335 Z= 0.000036.420(1.490)(2.632)0.0002 at point X= 1.2168 Y= 4.0000 Z= 0.000010.000(0.410)0.0000.0003 at point X= 8.2168 Y= 4.0000 Z= 0.00004 at point X= 9.4157 Y= 6.3980 Z= 0.00005 at point X= 8.2168 Y= 5.1750 Z= 0.000010.000(1.490)0.000(124.892)6 at point X= 4.7168 Y= 4.9620 Z= 0.0000283.820(1.490)34.366(129.123)7 at point X= 1.2168 Y= 5.1820 Z= 0.0000386.6600.410(86.660)23.641457.660(1.000)(62.849)(42.860)542.860(1.090)(60.433)(4.643)64.260(1.410)(6.347)0.00010.000(1.490)0.0000.000

Total(186.984)(288.112)Area (m)50.564


1 at point X= 13.5882 Y= 6.9070 Z= 0.00002 at point X= 13.3337 Y= 6.3980 Z= 0.00003 at point X= 13.6347 Y= 6.7050 Z= 0.00004 at point X= 14.2347 Y= 6.9070 Z= 0.0000KANAN area 0.238510.0001.8000.0002.700 perimeter 3.240221.5001.6701.3653.67432.2000.9102.0027.3161 at point X= 14.2347 Y= 6.9070 Z= 0.000048.0400.91027.0955.0692 at point X= 14.8347 Y= 6.7010 Z= 0.000055.5703.37018.7715.2913 at point X= 15.7948 Y= 6.7004 Z= 0.000061.5703.3702.8260.0004 at point X= 15.5882 Y= 6.9070 Z= 0.000010.0001.8000.0000.000

Total134.23171.763Area (m)31.234





II.Galianm286.577No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 7.3973 perimeter 19.819210.0000.5240.0002.33724.460(2.450)(10.927)(409.346)1 at point X= 0.0000 Y= 6.1102 Z= 0.00003167.080(2.450)116.789(420.910)2 at point X= 1.0551 Y= 4.0000 Z= 0.00004171.8000.699(35.734)87.9343 at point X= 7.0551 Y= 4.0000 Z= 0.00005125.800(0.208)(103.911)(20.301)4 at point X= 8.1616 Y= 6.2130 Z= 0.0000697.600(0.826)(163.773)(39.318)5 at point X= 7.0551 Y= 5.1360 Z= 0.0000747.600(1.678)(77.778)(37.252)6 at point X= 4.0551 Y= 4.9070 Z= 0.0000822.200(1.634)11.6330.0007 at point X= 1.0551 Y= 5.1560 Z= 0.000010.0000.5240.0000.000

Total(263.702)(836.855)Area (m)286.577


1 at point X= 12.4558 Y= 6.8390 Z= 0.00002 at point X= 12.1428 Y= 6.2130 Z= 0.00003 at point X= 12.5363 Y= 6.5960 Z= 0.00004 at point X= 13.0363 Y= 6.8390 Z= 0.0000KANAN area 1.933710.0000.1680.0000.151 perimeter 7.350720.9001.5700.9902.82631.8001.1001.9807.6561 at point X= 13.0363 Y= 6.8390 Z= 0.000046.9601.10019.9755.7092 at point X= 13.5363 Y= 6.5990 Z= 0.000055.1902.87014.8953.4153 at point X= 14.8363 Y= 5.2360 Z= 0.000061.1902.8700.2000.0004 at point X= 16.0602 Y= 5.2345 Z= 0.000010.0000.1680.0000.0005 at point X= 14.4558 Y= 6.8390 Z= 0.0000

Total103.08564.200Area (m)19.442





II.Galianm236.068No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 7.3973 perimeter 19.819210.0000.3980.0001.61224.050(2.300)(9.315)(381.501)1 at point X= 0.0000 Y= 6.1102 Z= 0.00003165.870(2.300)96.868(391.460)2 at point X= 1.0551 Y= 4.0000 Z= 0.00004170.2000.584(91.738)85.9653 at point X= 7.0551 Y= 4.0000 Z= 0.00005147.200(0.539)(130.419)(61.769)4 at point X= 8.1616 Y= 6.2130 Z= 0.00006114.600(0.886)(129.040)(75.842)5 at point X= 7.0551 Y= 5.1360 Z= 0.0000785.600(1.126)(113.506)(52.472)6 at point X= 4.0551 Y= 4.9070 Z= 0.0000846.600(1.326)(42.732)(12.730)7 at point X= 1.0551 Y= 5.1560 Z= 0.000099.600(0.917)3.8210.00010.0000.3980.0000.000

5

Total(416.061)(888.197)Area (m)236.068

III.Timbunanm21.503No.Jarak (X)Elevasi (Y)Xn*Yn+1Yn*Xn+1 area 2.1743KIRI perimeter 9.900210.0000.8300.0006.66528.0300.87023.0465.2551 at point X= 0.0000 Y= 5.2222 Z= 0.000036.0402.87017.3355.8552 at point X= 1.2363 Y= 5.2210 Z= 0.000042.0402.8701.6930.0003 at point X= 2.4363 Y= 6.6000 Z= 0.000010.0000.8300.0000.0004 at point X= 3.4363 Y= 6.6030 Z= 0.00005 at point X= 3.9812 Y= 6.1102 Z= 0.00006 at point X= 3.6168 Y= 6.8390 Z= 0.00007 at point X= 1.6168 Y= 6.8390 Z= 0.0000 area 0.1338 perimeter 2.3855

1 at point X= 12.4558 Y= 6.8390 Z= 0.00002 at point X= 12.1428 Y= 6.2130 Z= 0.00003 at point X= 12.5363 Y= 6.5960 Z= 0.0000KANAN4 at point X= 13.0363 Y= 6.8390 Z= 0.000010.0001.7500.0001.575 area 1.933720.9001.6500.9722.805 perimeter 7.350731.7001.0801.8367.46346.9101.08019.8325.5301 at point X= 13.0363 Y= 6.8390 Z= 0.000055.1202.87014.6943.2142 at point X= 13.5363 Y= 6.5990 Z= 0.000061.1202.8701.9600.0003 at point X= 14.8363 Y= 5.2360 Z= 0.000010.0001.7500.0000.0004 at point X= 16.0602 Y= 5.2345 Z= 0.00005 at point X= 14.4558 Y= 6.8390 Z= 0.0000

Total81.36838.361Area (m)21.503


A r a f a hT o l aHamka, BEAbdul Hakim, STNip. 19641231 200502 1 002Nip. -Nip. -Kepala Proyek

REKAP VOLUME TIMBUNANREKAPITULASI HASIL TIMBUNANREKAPITULASI HASIL TIMBUNANMC - 100 %MC - 100 %

Satuan Kerja: SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelSatuan Kerja: SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK: Pembangunan Bendung Gerak TempePPK: Pembangunan Bendung Gerak TempePaket Pekerjaan: Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Paket Pekerjaan: Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Nomor/Tgl Kontrak: HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Nomor/Tgl Kontrak: HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi: Kab. BoneLokasi: Kab. BoneSumber Dana: APBNSumber Dana: APBNTahun Anggaran: 2013Tahun Anggaran: 2013

NOMORJARAKLUASLUASVOLUMENOMORJARAKLUASLUASVOLUMEPATOKRATA-RATAPATOKRATA-RATA( M )( M2 )( M2 )( M3 )( M )( M2 )( M2 )( M3 )

P.13.293P.13.29354.264.026218.4254.264.026218.42P.24.758P.24.75842.24.060171.3342.24.060171.33P.33.362P.33.36258.883.719218.9758.883.719218.97P.44.076P.44.07657.253.615206.9357.253.615206.93P.53.153P.53.15354.713.322181.7254.713.322181.72P.63.490P.63.49060.063.678220.8760.063.678220.87P.73.865P.73.86569.934.418308.9569.934.418308.95P.84.971P.84.97162.874.453279.9362.874.453279.93P.93.934P.93.93454.563.940214.9754.563.940214.97P.103.946P.103.94644.7074.216188.4653.744.216226.54P.114.485P.114.48549.284.643228.7849.284.643228.78P.124.800P.124.80049.742.400119.3849.742.400119.38P.130.000P.130.00065.880.0000.0065.880.0000.00P.140.000P.140.00080.570.0000.0080.570.0000.00P.150.000P.150.00065.40.0000.0065.40.0000.00P.160.000P.160.00066.760.0000.0066.760.0000.00P.170.000P.170.00059.9815.618936.7459.980.0000.00P.1831.235P.180.000

JUMLAH937.062,210.56JUMLAH946.092,477.42

DIKETAHUI OLEH :DIBUAT OLEH :DIKETAHUI OLEH :DIBUAT OLEH :DIREKSIPT. LIMA TUJUH TUJUHDIREKSIPT. LIMA TUJUH TUJUH

AKHMAD YUSRONI S M A I LAKHMAD YUSRONI S M A I LNIP : 19850908 201012 1 003DIREKTURNIP : 19850908 201012 1 003DIREKTUR

CALCULATION timbunanQUANTITY CALCULATION SHEETMC - 100 %

Satuan Kerja: SNVT Pelaksanaan Jaringan Sumber Air PJ Prov. Sul-SelPPK: Pembangunan Bendung Gerak TempePaket Pekerjaan: Penanganan Banjir WS. Walanae Cenranae (Hilir Cenranae)Nomor/Tgl Kontrak: HK.02.03/SNVT-PJSAPJ-SS/PPK.PBGT/005/WALCEN/II/2013/22 FEBRUARI 2013Lokasi: Kab. BoneSumber Dana: APBNTahun Anggaran: 2013

Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.1KANAN10.0000.00021.0721.0720.0000.00033.0721.0721.1493.29344.1440.0000.0004.44253.1440.0000.0000.00010.0000.0000.0000.000

1.1497.7353.293m

P.2KANAN10.0000.00021.3401.3400.0000.00033.3401.3401.7964.47645.020-0.340-1.1366.72753.0200.0000.000-1.02710.0000.0000.0000.000

0.66010.1764.758m

P.3KANAN10.0000.00021.0771.0770.0000.00033.0771.0771.1603.31444.375-0.221-0.6804.71253.7250.0000.000-0.82360.0000.0000.0000.00010.0000.0000.4807.2033.362m

Diperiksa Oleh :Dibuat Oleh :

Pengawas IPengawas IIPengawas IIIIPT. LIMA TUJUH TUJUH

A r a f a hT o l aHamka, BEAbdul Hakim, STNip. 19641231 200502 1 002Nip. -Nip. -Kepala ProyekQUANTITY CALCULATION SHEETMC - 100 %


Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.4KANAN10.0000.00021.0901.0900.0000.00033.0901.0901.1883.36844.922-0.742-2.2935.36552.2720.0000.000-1.68610.0000.0000.0000.0000.0000.000

-1.1057.0474.076m

P.5KANAN10.0000.00021.0241.0240.0000.00033.0241.0241.0493.09744.294-0.246-0.7444.39753.5940.0000.000-0.88460.0000.0000.0000.00010.0000.0000.3056.6103.153m

P.6KANAN10.0000.00021.1111.1110.0000.00033.1111.1111.2343.45644.366-0.144-0.4484.85153.7660.0000.000-0.54260.0000.0000.0000.00010.0000.0000.7867.7653.490m





Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.7KANAN10.0000.00021.1531.1530.0000.00033.1531.1531.3293.63544.544-0.238-0.7505.23953.344-0.136-0.618-0.79662.8440.0000.000-0.38710.0000.0000.0000.000

-0.0397.6913.865m

P.8KANAN10.0000.00021.3861.3860.0000.00033.3861.3861.9214.69345.105-0.333-1.1287.07653.1050.0000.000-1.03410.0000.0000.0000.000

0.79310.7354.971m

P.9KANAN10.0000.00021.1761.1760.0000.00033.1761.1761.3833.73544.748-0.396-1.2585.58453.3480.0000.000-1.32610.0000.0000.0000.000

0.1257.9933.934m





Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.10KANAN10.0000.00021.2181.2180.0000.00033.2181.2181.4843.92044.510-0.074-0.2385.49353.7100.0000.000-0.27510.0000.0000.0000.000

1.2469.1383.946m

P.11KANAN10.0000.00021.3161.3160.0000.00033.3161.3161.7324.36444.789-0.157-0.5216.30253.0890.0000.000-0.48510.0000.0000.0000.000

1.21110.1814.485m

P.12KANAN10.0000.00021.3911.3910.0000.00033.3911.3911.9354.71744.926-0.144-0.4886.85253.6260.0000.000-0.52210.0000.0000.0000.000

1.44711.0474.800m





Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.13KIRI120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00070.0000.00010.0000.0000.0000.000A 0.000mKANAN120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00010.0000.000

B0.0000.0000.000mA+B0.000m

P.14KIRI120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00070.0000.00010.0000.0000.0000.000A0.000m

KANAN120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00010.0000.0000.0000.000B0.000mA+B0.000m

P.15KIRI120.0000.00030.0000.00040.0000.00010.0000.000

0.0000.000A0.000m

KANAN10.0000.00020.0000.00030.0000.00040.0000.00050.0000.00060.0000.00070.0000.00010.0000.0000.0000.000B0.000mA+B0.000m





Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.16KIRI120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00010.0000.0000.0000.0000.0000.000A 0.000mKANAN120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00010.0000.000

B0.0000.0000.000mA+B0.000m

P.17KIRI120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00070.0000.00010.0000.0000.0000.000A0.000m

KANAN120.0000.00030.0000.00040.0000.00050.0000.00060.0000.00010.0000.0000.0000.000B0.000mA+B0.000m

P.18KIRI10.0000.56025.5000.5600.0003.08037.1000.9805.3903.97648.4001.48010.5088.23258.7001.48012.43212.87666.8103.37029.31910.07972.8103.37022.9509.47010.0000.5601.5740.00082.17347.713A17.230m

KANAN10.0001.8000.0000.00021.5001.6700.0002.70032.2000.9101.3653.67448.0400.9102.0027.31655.5703.37027.0955.06961.5703.37018.7715.29110.0001.8002.8260.0000.0000.00052.05924.050B14.005mA+B31.235m





Page :SPOIL BANKItem No.Work SketchCalculationRemark/Unitof BoQSectionPOINTX(DIST.)Y(EL.)Xn *YN+1Yn * Xn+1P.19KIRI10.0000.85023.8300.8500.0003.25635.3301.2604.8264.53146.9301.6708.9018.73257.2301.67011.57312.07466.0202.87020.75010.05372.0202.87017.2775.79710.0000.8501.7170.00065.04444.443A 10.301mKANAN10.0000.16820.9001.5700.0000.15131.8001.1000.9902.82646.9601.1001.9807.65655.1902.87019.9755.70961.1902.87014.8953.41510.0000.1680.2000.000

B38.04019.7579.142mA+B19.443m

P.20KIRI10.0000.83028.0300.8700.0006.66536.0402.87023.0465.25542.0402.87017.3355.85510.0000.8301.6930.000

42.07417.775A12.150m

KANAN10.0001.75020.9001.6500.0001.57531.7001.0800.9722.80546.9101.0801.8367.46355.1202.87019.8325.53061.1202.87014.6943.21410.0001.7501.9600.00039.29420.587B9.354mA+B21.504m



A r a f a hT o l aHamka, BEAbdul Hakim, STNip. 19641231 200502 1 002Nip. -Nip. -Kepala Proyek

RekapRECAPITULATION SHEETMC - 100 %Page : of SPOIL BANKItem No.Work SectionSketchCalculationRemark/Unitof BoQ

SPOIL BANK1 - 1 SPOIL BANKP.1-P.18STAAREADISTANCEVOLUMEPage Drawingmmm

P.1ERROR:#REF!Center Line54.26ERROR:#REF!P.2ERROR:#REF!CL42.20ERROR:#REF!P.3ERROR:#REF!CL58.88ERROR:#REF!P.4ERROR:#REF!CL57.25ERROR:#REF!P.5ERROR:#REF!CL54.71ERROR:#REF!P.6ERROR:#REF!CL60.06ERROR:#REF!P.7ERROR:#REF!CL69.93ERROR:#REF!P.8ERROR:#REF!CL62.87ERROR:#REF!P.9ERROR:#REF!CL54.56ERROR:#REF!P.10ERROR:#REF!CL53.74ERROR:#REF!P.11ERROR:#REF!CL49.28ERROR:#REF!P.12ERROR:#REF!CL49.74ERROR:#REF!P.13ERROR:#REF!CL65.88ERROR:#REF!P.14ERROR:#REF!CL80.57ERROR:#REF!P.15ERROR:#REF!CL65.40ERROR:#REF!P.16ERROR:#REF!CL67.83ERROR:#REF!P.17ERROR:#REF!CL59.98ERROR:#REF!P.18ERROR:#REF!CLERROR:#REF!CL0.0CL0.0CL0.0CL0.0CL0.0CL0.0CL

TOTALERROR:#REF!m2

Approved byChecked & Approved by,Prepared by,PROJECTCONSULTANTCONTRACTOR

cco fix VOL (2)RENCANA ANGGARAN BIAYA MC.0%

Satuan Kerja:SNVT PELAKSANAAN JARINGANSUMBER AIR POMPENGAN - JENEBERANG PROV. SUL- SELSatuan Kegiatan:PPK PEMBANGUNAN BENDUNG GERAK TEMPEPaket Pekerjaan:PENYEMPURNAAN BENDUNG GERAK TEMPE KAB. WAJOLokasi:KABUPATEN WAJOTahun Anggaran:2014NO.URAIAN PEKERJAANVOLUMEKONTRAK AWALMC.0%PERUBAHANKET.HARGA SATUANJUMLAH HARGAKONTRAK AWALKET.HPSCONTRACT CHANGE ORDER ( C C O )PEKERJAAN TAMBAH DAN PEKERJAAN KURANG

SATUANVOLUMECCOHARGA SATUANJUMLAH HARGASATUANVOLUMEHARGA SATUANJUMLAH HARGASATUANTAMBAHKURANGCCOHPSPENAWARANNEGOSIASIAWALCCOVOLUMESATUANHARGA SATUANHARGA SATUAN HPSJUMLAH HARGA0.0VOLUMESATUANHARGA SATUANJUMLAH HARGAPEKERJAAN KURANGPEKERJAAN TAMBAHVOLUMEJUMLAH HARGAVOLUMEJUMLAH HARGA

25 (6-20)7891011 (5 x 9)12 (7 x 10)23456 = ( 4 ) X ( 2 )( 6 )1378910 = ( 7 ) x ( 9)11 = (2) - (7)12 = ( 11 ) x ( ( 9 )13 = (7) - (2)14 = (13) x (9)APEKERJAAN PERSIAPAN1Mobilisasi dan demobilisasi 1.00Ls1.00Ok1.0050,000,000.0050,000,000.00OKLs1.001.000.00.00.01.0050,000,000.000.00.050,000,000.000.00.050,000,000.00Ls0.00.00.00.01.0045,000,000.0050,000,000.0050,000,000.0050,000,000.0050,000,000.001.00Ls/Hr50,000,000.0045,000,000.00Rp50,000,000.001.0045,000,000.001.00Ls/Hr50,000,000.0050,000,000.000.00.00.00.02Pengukuran ( MC 0% & MC 100%)1.00Ls1.00Ok1.0033,000,000.0033,000,000.00OKLs1.001.000.00.00.01.0033,000,000.000.00.033,000,000.000.00.033,000,000.00Ls0.00.00.00.01.0025,000,000.0033,000,000.0033,000,000.0033,000,000.0033,000,000.001.00Ls33,000,000.0025,000,000.00Rp33,000,000.001.0025,000,000.001.00Ls33,000,000.0033,000,000.000.00.00.00.03Pelaporan & Dokumentasi1.00Ls1.00Ok1.0010,000,000.0010,000,000.00OKLs1.001.000.00.00.01.0010,000,000.000.00.010,000,000.000.00.010,000,000.00Ls0.00.00.00.01.0020,000,000.0010,000,000.0010,000,000.0010,000,000.0010,000,000.001.00Ls10,000,000.0020,000,000.00Rp10,000,000.001.0020,000,000.001.00Ls10,000,000.0010,000,000.000.00.00.00.00.00.0OK0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0OK0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0

JUMLAH -A-93,000,000.00OK93,000,000.000.00.00.00.093,000,000.0093,000,000.00OK93,000,000.0093,000,000.0093,000,000.0090,000,000.00JUMLAH93,000,000.000.00.093,000,000.000.00.00.093,000,000.0093,000,000.00OkBPEKERJAAN TANAH0.00.00.093,000,000.000.01Pek. Pembersihan Lokasi (Land Clearing)2,500.00m22,500.00Ok2,500.0012,635.1031,587,755.07OKm22,750.002,500.000.017,788.0712,635.100.034,746,530.580.00.034,746,530.58m215,288.073,158,775.510.00.02,500.0036,407.5312,635.1012,635.1031,587,755.0731,587,755.070.02,500.00M212,635.1036,407.5331,587,755.0713,500.0091,018,813.402,500.00M212,635.1031,587,755.070.00.00.00.03183.0451.aPek. Pembersihan Lokasi (Land Clearing)15,038.0711,486.00172,727,214.59172,727,214.592Pek. Timbunan Tanah Dari Luar Di Padatkan Dan Di Rapikan 14,593.56m314,593.56Ok14,593.56173,390.162,530,379,757.75OKm316,052.9214,593.560.031,968.12173,390.160.02,783,417,733.520.00.02,783,417,733.52m317,374.56253,037,975.770.00.014,593.56247,920.96173,390.16173,390.162,530,379,757.752,530,379,757.7514,593.56M3173,390.16247,920.962,530,379,757.7520,000.003,618,049,412.2614,593.56M3173,390.162,530,379,757.750.00.00.00.018,475.05515915.222,650,167,000.00(2,668,539,464.90)2.aPek. Timbunan Tanah Dari Luar Di Padatkan Dan Di Rapikan 15,909.83156,872.362,495,812,250.312,495,812,250.31JUMLAH -B-0.002,561,967,512.82OK5,486,703,729.000.0256,196,751.280.00.02,561,967,512.822,561,967,512.82OK2,561,967,512.822,561,967,512.822,561,967,512.823,709,068,225.66JUMLAH2,561,967,512.820.00.02,561,967,512.820.00.00.0ERROR:#REF!2,818,164,264.105,486,703,729.00CekCPEKERJAAN PEMBANGUNAN RUMAH DINAS PETUGAS O & P0.00.00.00.00.02,561,967,512.820.0TYPE 45 (3 UNIT)0.00.00.00.00.00.00.00.0IPEKERJAAN PERSIAPAN0.00.00.00.00.000.01Pek. Pemasangan Bowplank37.95m'37.95Tambah41.11112,153.004,256,206.35OKm'41.1137.953.160.00.041.11112,153.000.00.04,610,609.830.00.04,610,609.83m'3.16354,403.480.00.037.95100,661.00112,153.00112,153.004,256,206.354,256,206.354,574,295.1137.95m'112,153.00100,661.004,256,206.3541.113,820,084.9541.11m'112,153.004,610,609.830.00.03.16354,403.481aPek. Pemasangan Bowplank0.0OKm'0.03.160.00.00.00.00.00.00.00.00.00.0m'0.00.00.00.03.160.080.0112,153.00100,661.000.0318,088.76PEK. TAMBAH0.0IIPEKERJAAN TANAH & PONDASI0.00.00.00.00.00.0Ok1Pek. Galian Tanah Pondasi33.78m333.78Ok24.4636,113.001,219,897.14OKm324.4633.780.00.00.024.4636,113.000.00.0883,340.230.00.0883,340.23m30.00.09.32336,556.9124.4611,000.0036,113.0036,113.001,219,897.14883,340.2333.78m336,113.0011,000.001,219,897.1424.46371,580.0024.46m336,113.00883,340.239.32336,556.910.00.0cek24.22367892032Pek. Urugan Pasir 9.20m39.20Ok8.19256,105.002,356,166.00OKm38.199.200.00.00.08.19256,105.000.00.02,098,281.070.00.02,098,281.07m30.00.01.01257,884.938.19240,515.00256,105.00256,105.002,356,166.002,098,281.079.20m3256,105.00240,515.002,356,166.008.192,212,738.008.19m3256,105.002,098,281.071.01257,884.930.00.0cek3Pek. Pas. Batu Kosong4.75m34.75Tambah4.87390,918.001,856,860.50OKm34.874.750.120.00.04.87390,918.000.00.01,904,370.720.00.01,904,370.72m30.1247,510.220.00.04.75278,586.00390,918.00390,918.001,856,860.501,856,860.501,890,718.454.75m3390,918.00278,586.001,856,860.504.871,323,283.504.87m3390,918.001,904,370.720.00.00.1247,510.22Ok3aPek. Pas. Batu Kosong0.0OKm30.00.120.00.00.00.00.00.00.00.00.00.0m30.00.00.00.00.120.030.0390,918.00278,586.000.033,857.95PEK. TAMBAH0.0Ok4Pek. Pondasi Batu Gunung Type PG-01 camp. 1:413.24m313.24Ok12.95745,563.009,871,254.12OKm312.9513.240.00.00.012.95745,563.000.00.09,654,779.900.00.09,654,779.90m30.00.00.29216,474.2212.95720,486.48745,563.00745,563.009,871,254.129,654,779.9013.24m3745,563.00720,486.489,871,254.1212.959,539,241.0012.95m3745,563.009,654,779.900.29216,474.220.00.0cek5Pek. Pondasi Batu Bata camp. 1:20.41m20.41Tambah4.08238,616.0097,832.56OKm20.450.410.04.08238,616.000.0107,615.820.00.0107,615.82m23.679,783.260.00.0ERROR:#REF!266,154.63238,616.00238,616.0097,832.56ERROR:#REF!0.41m2238,616.00266,154.6397,832.564.08109,123.404.08m2238,616.00972,598.820.00.03.67874,766.26Ok5.aPek. Pondasi Batu Bata camp. 1:23.63216,924.20786,350.23786,350.236Pek. Urugan Tanah Kembali18.60m318.60Ok8.1517,314.00322,040.40OKm38.1518.600.00.00.08.1517,314.000.00.0141,169.410.00.0141,169.41m30.00.010.45180,870.998.15247,225.0017,314.0017,314.00322,040.40141,169.4118.60m317,314.00247,225.00322,040.408.154,598,385.008.15m317,314.00141,169.4110.45180,870.990.00.0cekIIIPEKERJAAN BETON BERTULANG0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Ok1Pek. Sloop 15/20 camp 1:2:31.27m31.27Ok1.234,871,519.006,186,829.13OKm31.231.270.00.00.01.234,871,519.000.00.06,008,044.380.00.06,008,044.38m30.00.00.04178,784.751.232,869,509.504,871,519.004,871,519.006,186,829.136,008,044.381.27m34,871,519.002,869,509.506,186,829.131.233,644,277.071.23m34,871,519.006,008,044.380.04178,784.750.00.0cek2Pek. Kolom 10/10 + kolom teras camp. 1:2:31.55m31.55Tambah1.618,315,378.0012,888,835.90OKm31.611.550.060.00.01.618,315,378.000.00.013,377,364.360.00.013,377,364.36m30.06488,528.460.00.01.557,079,765.008,315,378.008,315,378.0012,888,835.9012,888,835.9013,304,772.091.55m38,315,378.007,079,765.0012,888,835.901.6110,973,635.751.61m38,315,378.0013,377,364.360.00.00.06488,528.46Ok2aPek. Kolom 10/10 + kolom teras camp. 1:2:30.0OKm30.00.060.00.00.00.00.00.00.00.00.00.0m30.00.00.00.00.060.040.08,315,378.007,079,765.000.0415,936.19PEK. TAMBAH0.0Ok3Pek. Ringbalk 10/15 + Ringbalk Teras camp. 1:2:33.15m33.15Ok2.097,971,532.0025,110,325.80OKm32.093.150.00.00.02.097,971,532.000.00.016,660,501.880.00.016,660,501.88m30.00.01.068,449,823.922.096,054,842.207,971,532.007,971,532.0025,110,325.8016,654,124.653.15m37,971,532.006,054,842.2025,110,325.802.0919,072,752.932.09m37,971,532.0016,654,124.651.068,456,201.150.00.0cek4Pek. Plat Topi Jendela, t = 8 cm0.11m'0.11Tambah7.9685,000.009,350.00OKm'0.120.11ERROR:#REF!7.9685,000.000.010,285.000.00.010,285.00m'7.85935.000.00.0ERROR:#REF!86,390.0885,000.0085,000.009,350.00ERROR:#REF!ERROR:#REF!0.11m'85,000.0086,390.089,350.007.969,502.917.96m'85,000.00676,600.000.00.07.85667,250.00Ok4.aPek. Plat Topi Jendela, t = 8 cm7.8477,273.00605,743.05605,743.055Pek. Plat Atap Teras, t = 8 cm, camp 1:2:30.60m30.60Ok0.548,315,378.004,989,226.80OKm30.540.600.00.00.00.548,315,378.000.00.04,491,967.200.00.04,491,967.20m30.00.00.06497,259.600.544,121,363.408,315,378.008,315,378.004,989,226.804,491,967.200.60m38,315,378.004,121,363.404,989,226.800.542,472,818.040.54m38,315,378.004,491,967.200.06497,259.600.00.0cek6Pek. Plat Beton Dapur camp 1:2:3, t = 8 cm0.09m30.09Ok0.098,315,378.00748,384.02OKm30.090.090.00.00.00.098,315,378.000.00.0748,384.020.00.0748,384.02m30.00.00.00.00.094,121,363.408,315,378.008,315,378.00748,384.02748,384.020.09m38,315,378.004,121,363.40748,384.020.09370,922.710.09m38,315,378.00748,384.020.00.00.00.0OkIVPEKERJAAN DINDING0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Ok1Pek. Pas. Batu Bata trasram, tebal 1/2 batu, camp. 1:218.43m218.43Ok18.36139,952.002,579,315.36OKm218.3618.430.00.00.018.36139,952.000.00.02,568,818.960.00.02,568,818.96m20.00.00.0710,496.4018.36128,555.21139,952.00139,952.002,579,315.362,568,818.9618.43m2139,952.00128,555.212,579,315.3618.362,369,272.5718.36m2139,952.002,568,818.960.0710,496.400.00.0cek2Pek. Pas. Batu Bata, tebal 1/2 batu, camp. 1:4146.97m2146.97Ok135.58124,266.0018,263,374.02OKm2135.58146.970.00.00.0135.58124,266.000.00.016,847,947.000.00.016,847,947.00m20.00.011.391,415,427.02135.58118,203.53124,266.00124,266.0018,263,374.0216,847,947.00146.97m2124,266.00118,203.5318,263,374.02135.5817,372,372.07135.58m2124,266.0016,847,947.0011.391,415,427.020.00.0cek3Pek. Plesteran Trasram, camp. 1:2, t = 15 mm20.21m220.21Tambah36.7149,897.001,008,418.37OKm236.7120.210.00.00.036.7149,897.000.00.01,831,718.870.00.01,831,718.87m216.50823,300.500.00.0ERROR:#REF!52,606.9549,897.0049,897.001,008,418.37ERROR:#REF!ERROR:#REF!20.21m249,897.0052,606.951,008,418.3736.711,063,186.4636.71m249,897.001,831,718.870.00.016.50823,300.50Ok4Pek. Plesteran Biasa, camp. 1:4, t = 15 mm293.95m2293.95Ok271.1642,804.0012,582,235.80OKm2271.16293.950.00.00.0271.1642,804.000.00.011,606,706.960.00.011,606,706.96m20.00.022.79975,528.84271.1648,119.5042,804.0042,804.0012,582,235.8011,606,706.96293.95m242,804.0048,119.5012,582,235.80271.1614,144,727.03271.16m242,804.0011,606,706.9622.79975,528.840.00.0cek5Pek. Dinding Kamprotan23.27m223.27Ok23.1489,000.002,071,030.00OKm223.1423.270.00.00.023.1489,000.000.00.02,059,460.000.00.02,059,460.00m20.00.00.1311,570.0023.1489,578.7889,000.0089,000.002,071,030.002,059,460.0023.27m289,000.0089,578.782,071,030.0023.142,084,498.0923.14m289,000.002,059,460.000.1311,570.000.00.0cek6Pek. Dinding Keramik Putih KM/WC 20x207.80m27.80Ok6.99191,792.001,495,977.60OKm26.997.800.00.00.06.99191,792.000.00.01,340,626.080.00.01,340,626.08m20.00.00.81155,351.526.99244,678.78191,792.00191,792.001,495,977.601,340,626.087.80m2191,792.00244,678.781,495,977.606.991,908,494.456.99m2191,792.001,340,626.080.81155,351.520.00.0cek7Pek. Acian314.16m2314.16Ok271.1613,760.004,322,841.60OKm2271.16314.160.00.00.0271.1613,760.000.00.03,731,153.340.00.03,731,153.34m20.00.043.00591,688.26271.1611,826.3813,760.0013,760.004,322,841.603,731,153.34314.16m213,760.0011,826.384,322,841.60271.163,715,373.97271.16m213,760.003,731,153.3443.00591,688.260.00.0cekVPEKERJAAN KUSEN, PINTU DAN JENDELA0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Ok1Pek. Kusen Pintu dan Jendela 5/15 Kayu Kelas I0.44m30.44Tambah0.5513,833,007.006,086,523.08OKm30.550.440.00.00.00.5513,833,007.000.00.07,594,320.840.00.07,594,320.84m30.111,507,797.760.00.0ERROR:#REF!14,306,462.5013,833,007.0013,833,007.006,086,523.08ERROR:#REF!ERROR:#REF!0.44m313,833,007.0014,306,462.506,086,523.080.556,294,843.500.55m313,833,007.007,594,320.840.00.00.111,507,797.76OkPek. Pasang Jalusi1.40m21.40Ok0.0904,834.001,266,767.60OKm20.01.400.00.00.00.00.00.00.00.00.00.0m20.00.01.401,266,767.600.0403,964.00904,834.000.01,266,767.600.01.40m2904,834.00403,964.001,266,767.600.0PEK. KURANG565,549.600.0m2904,834.000.01.401,266,767.600.00.0cek2Pek. Roster Beton0.0OKbh25.0025.000.00.00.025.0051,499.000.00.01,287,475.000.00.01,287,475.00bh25.001,287,475.000.00.025.000.00.0Cek0.051,499.000.01,287,475.0051,499.0025.00PEK. BARU0.025.00Bh51,499.001,287,475.000.00.025.001,287,475.00Ok3Pek. Pasang Pintu PVC type P-021.00bh1.00Ok1.00851,000.00851,000.00OKbh1.001.000.00.00.01.00851,000.000.00.0851,000.000.00.0851,000.00bh0.00.00.00.01.00864,270.00851,000.00851,000.00851,000.00851,000.001.00bh851,000.00864,270.00851,000.001.00864,270.001.00bh851,000.00851,000.000.00.00.00.0Ok4Pek. Daun Pintu Panil Kayu Kelas II6.72m26.72Tambah7.74654,584.004,398,804.48OKm27.746.720.00.00.07.74654,584.000.00.05,066,480.160.00.05,066,480.16m21.02667,675.680.00.0ERROR:#REF!675,125.00654,584.00654,584.004,398,804.48ERROR:#REF!ERROR:#REF!6.72m2654,584.00675,125.004,398,804.487.744,536,840.007.74m2654,584.005,066,480.160.00.01.02667,675.68Ok5Pek. Pas. Daun Jendela Jungkit kaca 5 mm6.47m26.47Ok5.03687,584.004,448,668.48OKm25.036.470.00.00.05.03687,584.000.00.03,455,109.600.00.03,455,109.60m20.00.01.45993,558.885.03742,960.68687,584.00687,584.004,448,668.483,455,109.606.47m2687,584.00742,960.684,448,668.485.034,806,955.605.03m2687,584.003,455,109.601.45993,558.880.00.0cek6Pek. Pas. Kunci Pintu Tanam Double Slag4.00bh4.00Ok4.00334,900.001,339,600.00OKbh4.004.000.00.00.04.00334,900.000.00.01,339,600.000.00.01,339,600.00bh0.00.00.00.04.00742,960.68334,900.00334,900.001,339,600.001,339,600.004.00bh334,900.00742,960.681,339,600.004.002,971,842.724.00bh334,900.001,339,600.000.00.00.00.0Ok7Pek. Pas. Engsel Pintu8.00bh8.00Ok8.0053,475.00427,800.00OKbh8.008.000.00.00.08.0053,475.000.00.0427,800.000.00.0427,800.00bh0.00.00.00.08.0062,376.8853,475.0053,475.00427,800.00427,800.008.00bh53,475.0062,376.88427,800.008.00499,015.008.00bh53,475.00427,800.000.00.00.00.0Ok8Pek. Pas. Engsel Jendela18.00bh18.00Ok18.0037,928.00682,704.00OKbh18.0018.000.00.00.018.0037,928.000.00.0682,704.000.00.0682,704.00bh0.00.00.00.018.0060,335.0037,928.0037,928.00682,704.00682,704.0018.00bh37,928.0060,335.00682,704.0018.001,086,030.0018.00bh37,928.00682,704.000.00.00.00.0Ok9Pek. Pas. Grendel9.00bh9.00Ok9.0036,975.00332,775.00OKbh9.009.000.00.00.09.0036,975.000.00.0332,775.000.00.0332,775.00bh0.00.00.00.09.0043,126.8836,975.0036,975.00332,775.00332,775.009.00bh36,975.0043,126.88332,775.009.00388,141.889.00bh36,975.00332,775.000.00.00.00.0Ok10Pek. Pas. Hak Angin9.00bh9.00Ok9.0039,175.00352,575.00OKbh9.009.000.00.00.09.0039,175.000.00.0352,575.000.00.0352,575.00bh0.00.00.00.09.0034,876.8839,175.0039,175.00352,575.00352,575.009.00bh39,175.0034,876.88352,575.009.00313,891.889.00bh39,175.00352,575.000.00.00.00.0OkVIPEKERJAAN LANTAI0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Ok1Pek. Beton Tumbuk bawah Lantai, camp. 1:3:5, t = 5 cm3.57m33.57Ok2.64766,531.002,736,515.67OKm32.643.570.00.00.02.64766,531.000.00.02,025,826.450.00.02,025,826.45m30.00.00.93710,689.222.64869,005.50766,531.00766,531.002,736,515.672,025,826.453.57m3766,531.00869,005.502,736,515.672.643,102,349.642.64m3766,531.002,025,826.450.93710,689.220.00.0cek2Pek. Lantai Keramik Putih 40x40 cm49.14m249.14Tambah51.00150,896.007,415,029.44OKm251.0049.141.860.00.051.00150,896.000.00.07,695,809.170.00.07,695,809.17m21.86280,779.730.00.049.14191,619.18150,896.00150,896.007,415,029.447,415,029.447,695,809.1749.14m2150,896.00191,619.187,415,029.4451.009,416,166.2651.00m2150,896.007,695,809.170.00.01.86280,779.73Ok2aPek. Lantai Keramik Putih 40x40 cm0.0OKm20.01.860.00.00.00.00.00.00.00.00.00.0m20.00.00.00.01.860.040.0150,896.00150,896.000.0280,779.73PEK. TAMBAH0.0Ok3Pek. Lantai Keramik Warna Bertekstur KM/WC 20x201.86m21.86Ok1.86153,096.00284,758.56OKm21.861.860.00.00.01.86153,096.000.00.0284,758.560.00.0284,758.56m20.00.00.00.01.86182,819.18153,096.00153,096.00284,758.56284,758.561.86m2153,096.00182,819.18284,758.561.86340,043.671.86m2153,096.00284,758.560.00.00.00.0Ok0.00.0OK0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Ok0.00.0OK0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0OkVIIPEKERJAAN ATAP DAN PLAFOND0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0OkPek. Plafond GRC Board 3,5 mm, 60x120 cm66.17m266.17Ok0.0191,255.0012,655,343.35OK0.066.170.00.00.00.00.00.00.00.00.00.00.00.00.066.1712,655,343.350.041,307.75191,255.000.012,655,343.350.066.17m2191,255.0041,307.7512,655,343.350.0PEK. KURANG2,733,333.820.0m2191,255.000.066.1712,655,343.350.00.0cek1Pek. Rangka Plafond Besi Holow 0.0OKm267.6567.650.00.00.067.65177,085.000.00.011,980,154.420.00.011,980,154.42m267.6511,980,154.420.00.067.650.00.0Ok0.00.00.00.0266,789.0067.65PEK. BARU0.067.65m2266,789.0018,048,809.430.00.067.6518,048,809.43Ok2Pek. Penutup Plafond dengan Kalsiboard0.0OKm267.65108.930.00.00.067.6589,703.000.00.06,068,587.360.00.06,068,587.36m267.656,068,587.360.00.0108.930.00.0Ok0.00.00.00.0ERROR:#REF!108.93PEK. BARU0.0108.93m2ERROR:#REF!ERROR:#REF!0.00.0108.93ERROR:#REF!OkPek. Pas. Manhole Besar 120x120 cm1.00bh1.00Ok0.0187,000.00187,000.00OK0.01.000.00.00.00.00.00.00.00.00.00.00.00.00.00.01.00187,000.000.0188,753.40187,000.000.0187,000.000.01.00bh187,000.00188,753.40187,000.000.0PEK. KURANG188,753.400.0bh187,000.000.01.00187,000.000.00.0cek2Pek. Pas. Manhole Kecil 40x60 cm1.00bh1.00Ok1.0050,000.0050,000.00OKbh1.001.000.00.00.01.0050,000.000.00.050,000.000.00.050,000.00bh0.00.00.00.01.0031,458.9050,000.0050,000.0050,000.0050,000.001.00bh50,000.0031,458.9050,000.001.0031,458.901.00bh50,000.0050,000.000.00.00.00.0Ok3Pek. Lis Plafond Gypsum47.68m'47.68Tambah49.3659,197.002,822,512.96OKm'49.3647.681.680.00.049.3659,197.000.00.02,921,963.920.00.02,921,963.92m'1.6899,450.960.00.047.688,000.3059,197.0059,197.002,822,512.962,822,512.962,835,953.4647.68m'59,197.008,000.302,822,512.9649.36381,454.3049.36m'59,197.002,921,963.920.00.01.6899,450.96Ok3aPek. Lis Plafond Gypsum0.0m'0.01.680.00.00.00.00.00.00.00.00.00.0m'0.00.00.00.01.680.040.059,197.008,000.300.013,440.50PEK. TAMBAH0.0OkPek. Rangka Atap Kayu Klas II38.65m238.65Ok0.0443,665.0017,147,652.25OK0.038.650.00.00.00.00.00.00.00.00.00.00.00.00.00.038.6517,147,652.250.07,028,010.00443,665.000.017,147,652.250.038.65m2443,665.007,028,010.0017,147,652.250.0PEK. KURANG271,632,586.500.0m2443,665.000.038.6517,147,652.250.00.0cek4Pek. Konstruksi Atap baja Ringan 0.0OKm290.6890.680.00.00.090.68288,321.000.00.026,144,948.280.00.026,144,948.28m290.6826,144,948.280.00.090.680.00.0Cek0.0288,321.000.026,144,948.28288,321.0052.08PEK. BARU0.052.08m2288,321.0015,014,762.970.00.052.0815,014,762.97Ok5Pek. Pas. Atap Genteng Metal Sakura Roof90.41m290.41Tambah90.68169,955.0015,365,631.55OKm290.6890.410.270.00.090.68169,955.000.00.015,411,519.400.00.015,411,519.40m20.2745,887.850.00.090.41198,654.50169,955.00169,955.0015,365,631.5515,365,631.5515,411,519.4090.41m2169,955.00198,654.5015,365,631.5590.6817,960,353.3590.68m2169,955.0015,411,519.400.00.00.2745,887.85Ok5aPek. Pas. Atap Genteng Metal Sakura Roof0.00.00.00.00.0OK0.00.00.270.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.270.000.0169,955.00169,955.000.045,887.85PEK. TAMBAH0.0Ok6Pek. Nok Atap Metal Sakura Roof8.08m'8.08Tambah8.2080,195.00647,975.60OKm'8.208.080.120.00.08.2080,195.000.00.0657,599.000.00.0657,599.00m'0.129,623.400.00.08.0821,642.5080,195.0080,195.00647,975.60647,975.60650,572.708.08m'80,195.0021,642.50647,975.608.20174,871.408.20m'80,195.00657,599.000.00.00.129,623.40Ok6aPek. Nok Atap Metal Sakura Roof0.0OKm'0.00.120.00.00.00.00.00.00.00.00.00.0m'0.00.00.00.00.120.010.080,195.0021,642.500.02,597.10PEK. TAMBAH0.0OkPek. Pas. Lisplank 2 x (2/20), Papan Kayu Kelas II50.16m'50.16Ok0.092,298.004,629,667.68OK0.050.160.00.00.00.00.00.00.00.00.00.00.00.00.00.050.164,629,667.680.070,763.0092,298.000.04,629,667.680.050.16m'92,298.0070,763.004,629,667.680.0PEK. KURANG3,549,472.080.0m'92,298.000.050.164,629,667.680.00.0cek7Pek. Pas. Lipl

rab hulu bgt ok

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