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Minggu INo.UraianSat.KuantitasNilai PelaksanaanVolumeSisa VolumeSelisih BobotSampai dengan Minggu laluMinggu inisampai dengan minggu ini Item(%)Kecapaian(%)KuantitasBobot (%)KuantitasBobot (%)KuantitasBobot (%)(a)(b)(c)(d)(e)(f1)(f2)(g1)(g2)(h1)(h2)DIVISI 1. UMUM1.2MobilisasiLS1.003.174
Divisi 2. DRAINASE2.1Galian untuk Drainase, Selokan dan Saluran AirM630.000.112112.500517.500-3.812112.5000.179112.5000.1792.2Pasangan Batu dengan MortarM495.001.66341.672453.328-2.26141.6720.08441.6720.0842.3 (7)Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 20-30 cmM642.000.826
DIVISI 3. PEKERJAAN TANAH3.1 (7)Galian Perkerasan Beraspal dengan Cold Milling MachineM199.260.15026.568172.692-3.77426.5680.13326.5680.1333.1 (8)Galian Perkerasan Beraspal tanpa Cold Milling MachineM280.000.13840.580239.420-3.78640.5800.14540.5800.1453.2 (1)Timbunan Biasa dari selain Galian Sumber BahanM340.000.2553.2 (2)Timbunan PilihanM67.200.0763.3Penyiapan Badan JalanM1400.000.106132.0751267.925-3.818132.0750.094132.0750.094
DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN4.2 (2)Lapis Pondasi Agregat Kelas BM872.301.806
DIVISI 5. PERKERASAN BERBUTIR5.1 (1)Lapis Pondasi Agregat Kelas AM148.600.34017.482131.118-3.58417.4820.11817.4820.118
DIVISI 6. PERKERASAN ASPAL6.1 (1)Lapis Resap PengikatLiter2741.500.281292.6872448.813-3.643292.6870.107292.6870.1076.1 (2)Lapis PerekatLiter21998.472.2516.3 (5a)Laston Lapis Aus (AC-WC)M35194.0025.4776.3 (6a)Laston Lapis Antara (AC-BC)M3171.1851.7186.3 (6c)Laston Lapis Antara (AC-BC) LevelingTon138.000.982
DIVISI 7. STRUKTUR7.1 (5)Beton K250M10.800.0721.5009.300-3.8521.5000.1391.5000.1397.1 (8)Beton K125M172.600.93222.223150.377-2.99222.2230.12922.2230.1297.3 (1)Baja Tulangan U24 PolosKg3039.900.286425.1612614.739-3.638425.1610.140425.1610.1407.16 (1)Perkerasan Jalan Beton (Tebal 20 cm)M280.002.25731.015248.985-1.66731.0150.11131.0150.1117.17Wet Lean Concrete (t = 10cm)M1368.000.751145.7261222.274-3.173145.7260.107145.7260.107
DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR8.1 (1)Lapis Pondasi Agregat Kelas A untuk Pekerjaan MinorM50.000.3326.02443.976-3.5926.0240.1206.0240.1208.1 (5)Campuran Aspal Panas untuk Pekerjaan MinorM40.000.2163.70436.296-3.7083.7040.0933.7040.0938.3 (1)Stabilisasi dengan Tanaman M2272.440.2548.4 (1)Marka Jalan TermoplastikM1780.270.8018.4 (10)Kerb PracetakM4348.272.7978.4 (11)Kerb yang digunakan KembaliM1937.500.440264.2051673.295-3.484264.2050.136264.2050.1368.4 (12)Perkerasan Blok Beton pada Trotoar dan MedianM1131.000.812222.857908.143-3.112222.8570.197222.8570.197
DIVISI 9. PEKERJAAN HARIAN9.1MandorJam100.000.0072.85797.143-3.9172.8570.0292.8570.0299.2Pekerja Biasa Jam300.000.0158.000292.000-3.9098.0000.0278.0000.0279.3Tukang Kayu, Tukang Batu, dsbJam50.000.0031.66748.333-3.9211.6670.0331.6670.0339.4Dump Truck Kapasitas 3-4 mJam60.000.1551.74258.258-3.7691.7420.0291.7420.0299.8Motor Grader min 100 PKJam50.000.1721.48348.517-3.7521.4830.0301.4830.0309.9Loader Roda Karet 1.0 -1.6 MJam50.000.0871.49448.506-3.8371.4940.0301.4940.0309.11Alat Penggali (Excavator) 80 - 140 PKJam50.000.1401.46448.536-3.7841.4640.0291.4640.02910.7Kompresor 4000 - 6500 Ltr/mntJam60.000.0781.76958.231-3.8461.7690.0291.7690.02910.9Pompa Air 70 - 100 mmJam50.000.0161.56348.438-3.9081.5630.0311.5630.0319.1 (20)Jack HammerJam60.000.0231.82658.174-3.9011.8260.0301.8260.030100.001PROGRES RENCANA KOMULATIF (%)0.0003.925.216.507.93
Minggu IINo.UraianSat.KuantitasNilai PelaksanaanVolumeSisa VolumeSelisih BobotSampai dengan Minggu laluMinggu inisampai dengan minggu ini Item(%)Kecapaian(%)KuantitasBobot (%)KuantitasBobot (%)(a)(b)(c)(d)(e)(f1)(f2)(g1)(g2)(h1)(h2)DIVISI 1. UMUM1.2MobilisasiLS1.003.174
Divisi 2. DRAINASE2.1Galian untuk Drainase, Selokan dan Saluran AirM630.000.1122.2Pasangan Batu dengan MortarM495.001.66341.672453.328-3.54941.6720.08441.6720.0842.3 (7)Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 20-30 cmM642.000.826
DIVISI 3. PEKERJAAN TANAH3.1 (7)Galian Perkerasan Beraspal dengan Cold Milling MachineM199.260.15026.568172.692-5.06226.5680.13326.5680.1333.1 (8)Galian Perkerasan Beraspal tanpa Cold Milling MachineM280.000.13840.580239.420-5.07440.5800.14540.5800.1453.2 (1)Timbunan Biasa dari selain Galian Sumber BahanM340.000.25526.667313.333-4.95726.6670.07826.6670.0783.2 (2)Timbunan PilihanM67.200.0763.3Penyiapan Badan JalanM1400.000.106132.0751267.925-5.106132.0750.094132.0750.094
DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN4.2 (2)Lapis Pondasi Agregat Kelas BM872.301.806
DIVISI 5. PERKERASAN BERBUTIR5.1 (1)Lapis Pondasi Agregat Kelas AM148.600.34017.482131.118-4.87217.4820.11817.4820.118
DIVISI 6. PERKERASAN ASPAL6.1 (1)Lapis Resap PengikatLiter2741.500.281292.6872448.813-4.931292.6870.107292.6870.1076.1 (2)Lapis PerekatLiter21998.472.2516.3 (5a)Laston Lapis Aus (AC-WC)M35194.0025.4776.3 (6a)Laston Lapis Antara (AC-BC)M3171.1851.7186.3 (6c)Laston Lapis Antara (AC-BC) LevelingTon138.000.982
DIVISI 7. STRUKTUR7.1 (5)Beton K250M10.800.0721.5009.300-5.1401.5000.1391.5000.1397.1 (8)Beton K125M172.600.93222.223150.377-4.28022.2230.12922.2230.1297.3 (1)Baja Tulangan U24 PolosKg3039.900.286425.1612614.739-4.926425.1610.140425.1610.1407.16 (1)Perkerasan Jalan Beton (Tebal 20 cm)M280.002.25731.015248.985-2.95531.0150.11131.0150.1117.17Wet Lean Concrete (t = 10cm)M1368.000.751145.7261222.274-4.461145.7260.107145.7260.107
DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR8.1 (1)Lapis Pondasi Agregat Kelas A untuk Pekerjaan MinorM50.000.3326.02443.976-4.8806.0240.1206.0240.1208.1 (5)Campuran Aspal Panas untuk Pekerjaan MinorM40.000.2163.70436.296-4.9963.7040.0933.7040.0938.3 (1)Stabilisasi dengan Tanaman M2272.440.2548.4 (1)Marka Jalan TermoplastikM1780.270.8018.4 (10)Kerb PracetakM4348.272.797342.0164006.254-2.415342.0160.079342.0160.0798.4 (11)Kerb yang digunakan KembaliM1937.500.440264.2051673.295-4.772264.2050.136264.2050.1368.4 (12)Perkerasan Blok Beton pada Trotoar dan MedianM1131.000.812222.857908.143-4.400222.8570.197222.8570.197
DIVISI 9. PEKERJAAN HARIAN9.1MandorJam100.000.0072.85797.143-5.2052.8570.0292.8570.0299.2Pekerja Biasa Jam300.000.0158.000292.000-5.1978.0000.0278.0000.0279.3Tukang Kayu, Tukang Batu, dsbJam50.000.0031.66748.333-5.2091.6670.0331.6670.0339.4Dump Truck Kapasitas 3-4 mJam60.000.1551.74258.258-5.0571.7420.0291.7420.0299.8Motor Grader min 100 PKJam50.000.1721.48348.517-5.0401.4830.0301.4830.0309.9Loader Roda Karet 1.0 -1.6 MJam50.000.0871.49448.506-5.1251.4940.0301.4940.0309.11Alat Penggali (Excavator) 80 - 140 PKJam50.000.1401.46448.536-5.0721.4640.0291.4640.02910.7Kompresor 4000 - 6500 Ltr/mntJam60.000.0781.76958.231-3.4431.7690.0291.7690.02910.9Pompa Air 70 - 100 mmJam50.000.0161.56348.438-3.6501.5630.0311.5630.0319.1 (20)Jack HammerJam60.000.0231.82658.174-3.3861.8260.0301.8260.030100.001PROGRES RENCANA KOMULATIF (%)0.0003.925.216.507.93
Minggu IIINo.UraianSat.KuantitasNilai PelaksanaanVolumeSisa VolumeSelisih BobotSampai dengan Minggu laluMinggu inisampai dengan minggu ini Item(%)Kecapaian(%)KuantitasBobot (%)KuantitasBobot (%)(a)(b)(c)(d)(e)(f1)(f2)(g1)(g2)(h1)(h2)DIVISI 1. UMUM1.2MobilisasiLS1.003.174
Divisi 2. DRAINASE2.1Galian untuk Drainase, Selokan dan Saluran AirM630.000.1122.2Pasangan Batu dengan MortarM495.001.66341.672453.328-4.83741.6720.08441.6720.0842.3 (7)Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 20-30 cmM642.000.826
DIVISI 3. PEKERJAAN TANAH3.1 (7)Galian Perkerasan Beraspal dengan Cold Milling MachineM199.260.15026.568172.692-6.35026.5680.13326.5680.1333.1 (8)Galian Perkerasan Beraspal tanpa Cold Milling MachineM280.000.13840.580239.420-6.36240.5800.14540.5800.1453.2 (1)Timbunan Biasa dari selain Galian Sumber BahanM340.000.25526.667313.333-6.24526.6670.07826.6670.0783.2 (2)Timbunan PilihanM67.200.0763.3Penyiapan Badan JalanM1400.000.106132.0751267.925-6.394132.0750.094132.0750.094
DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN4.2 (2)Lapis Pondasi Agregat Kelas BM872.301.806
DIVISI 5. PERKERASAN BERBUTIR5.1 (1)Lapis Pondasi Agregat Kelas AM148.600.34017.482131.118-6.16017.4820.11817.4820.118
DIVISI 6. PERKERASAN ASPAL6.1 (1)Lapis Resap PengikatLiter2741.500.281292.6872448.813-6.219292.6870.107292.6870.1076.1 (2)Lapis PerekatLiter21998.472.2516.3 (5a)Laston Lapis Aus (AC-WC)M35194.0025.4776.3 (6a)Laston Lapis Antara (AC-BC)M3171.1851.7186.3 (6c)Laston Lapis Antara (AC-BC) LevelingTon138.000.982
DIVISI 7. STRUKTUR7.1 (5)Beton K250M10.800.0721.5009.300-6.4281.5000.1391.5000.1397.1 (8)Beton K125M172.600.93222.223150.377-5.56822.2230.12922.2230.1297.3 (1)Baja Tulangan U24 PolosKg3039.900.286425.1612614.739-6.214425.1610.140425.1610.1407.16 (1)Perkerasan Jalan Beton (Tebal 20 cm)M280.002.25731.015248.985-4.24331.0150.11131.0150.1117.17Wet Lean Concrete (t = 10cm)M1368.000.751145.7261222.274-5.749145.7260.107145.7260.107
DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR8.1 (1)Lapis Pondasi Agregat Kelas A untuk Pekerjaan MinorM50.000.3326.02443.976-6.1686.0240.1206.0240.1208.1 (5)Campuran Aspal Panas untuk Pekerjaan MinorM40.000.2163.70436.296-6.2843.7040.0933.7040.0938.3 (1)Stabilisasi dengan Tanaman M2272.440.2548.4 (1)Marka Jalan TermoplastikM1780.270.8018.4 (10)Kerb PracetakM4348.272.797342.0164006.254-3.703342.0160.079342.0160.0798.4 (11)Kerb yang digunakan KembaliM1937.500.440264.2051673.295-6.060264.2050.136264.2050.1368.4 (12)Perkerasan Blok Beton pada Trotoar dan MedianM1131.000.812222.857908.143-5.688222.8570.197222.8570.197
DIVISI 9. PEKERJAAN HARIAN9.1MandorJam100.000.0072.85797.143-6.4932.8570.0292.8570.0299.2Pekerja Biasa Jam300.000.0158.000292.000-6.4858.0000.0278.0000.0279.3Tukang Kayu, Tukang Batu, dsbJam50.000.0031.66748.333-6.4971.6670.0331.6670.0339.4Dump Truck Kapasitas 3-4 mJam60.000.1551.74258.258-6.3451.7420.0291.7420.0299.8Motor Grader min 100 PKJam50.000.1721.48348.517-6.3281.4830.0301.4830.0309.9Loader Roda Karet 1.0 -1.6 MJam50.000.0871.49448.506-6.4131.4940.0301.4940.0309.11Alat Penggali (Excavator) 80 - 140 PKJam50.000.1401.46448.536-6.3601.4640.0291.4640.02910.7Kompresor 4000 - 6500 Ltr/mntJam60.000.0781.76958.231-4.7311.7690.0291.7690.02910.9Pompa Air 70 - 100 mmJam50.000.0161.56348.438-4.9381.5630.0311.5630.0319.1 (20)Jack HammerJam60.000.0231.82658.174-4.6741.8260.0301.8260.030100.001PROGRES RENCANA KOMULATIF (%)0.0003.925.216.507.93
Minggu IVNo.UraianSat.KuantitasNilai PelaksanaanVolumeSisa VolumeSelisih BobotSampai dengan Minggu laluMinggu inisampai dengan minggu ini Item(%)Kecapaian(%)KuantitasBobot (%)KuantitasBobot (%)(a)(b)(c)(d)(e)(f1)(f2)(g1)(g2)(h1)(h2)DIVISI 1. UMUM1.2MobilisasiLS1.003.174
Divisi 2. DRAINASE2.1Galian untuk Drainase, Selokan dan Saluran AirM630.000.1122.2Pasangan Batu dengan MortarM495.001.66341.672453.328-6.26341.6720.08441.6720.0842.3 (7)Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 20-30 cmM642.000.826108.814533.186-7.100108.8140.169108.8140.169
DIVISI 3. PEKERJAAN TANAH3.1 (7)Galian Perkerasan Beraspal dengan Cold Milling MachineM199.260.15026.568172.692-7.77626.5680.13326.5680.1333.1 (8)Galian Perkerasan Beraspal tanpa Cold Milling MachineM280.000.13840.580239.420-7.78840.5800.14540.5800.1453.2 (1)Timbunan Biasa dari selain Galian Sumber BahanM340.000.25526.667313.333-7.67126.6670.07826.6670.0783.2 (2)Timbunan PilihanM67.200.0763.3Penyiapan Badan JalanM1400.000.106132.0751267.925-7.820132.0750.094132.0750.094
DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN4.2 (2)Lapis Pondasi Agregat Kelas BM872.301.806
DIVISI 5. PERKERASAN BERBUTIR5.1 (1)Lapis Pondasi Agregat Kelas AM148.600.34017.482131.118-7.58617.4820.11817.4820.118
DIVISI 6. PERKERASAN ASPAL6.1 (1)Lapis Resap PengikatLiter2741.500.281292.6872448.813-7.645292.6870.107292.6870.1076.1 (2)Lapis PerekatLiter21998.472.2516.3 (5a)Laston Lapis Aus (AC-WC)M35194.0025.4776.3 (6a)Laston Lapis Antara (AC-BC)M3171.1851.7186.3 (6c)Laston Lapis Antara (AC-BC) LevelingTon138.000.982
DIVISI 7. STRUKTUR7.1 (5)Beton K250M10.800.0721.5009.300-7.8541.5000.1391.5000.1397.1 (8)Beton K125M172.600.93222.223150.377-6.99422.2230.12922.2230.1297.3 (1)Baja Tulangan U24 PolosKg3039.900.286425.1612614.739-7.640425.1610.140425.1610.1407.16 (1)Perkerasan Jalan Beton (Tebal 20 cm)M280.002.25731.015248.985-5.66931.0150.11131.0150.1117.17Wet Lean Concrete (t = 10cm)M1368.000.751145.7261222.274-7.175145.7260.107145.7260.107
DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR8.1 (1)Lapis Pondasi Agregat Kelas A untuk Pekerjaan MinorM50.000.3326.02443.976-7.5946.0240.1206.0240.1208.1 (5)Campuran Aspal Panas untuk Pekerjaan MinorM40.000.2163.70436.296-7.7103.7040.0933.7040.0938.3 (1)Stabilisasi dengan Tanaman M2272.440.2548.4 (1)Marka Jalan TermoplastikM1780.270.8018.4 (10)Kerb PracetakM4348.272.797342.0164006.254-5.129342.0160.079342.0160.0798.4 (11)Kerb yang digunakan KembaliM1937.500.440264.2051673.295-7.486264.2050.136264.2050.1368.4 (12)Perkerasan Blok Beton pada Trotoar dan MedianM1131.000.812222.857908.143-7.114222.8570.197222.8570.197
DIVISI 9. PEKERJAAN HARIAN9.1MandorJam100.000.0072.85797.143-7.9192.8570.0292.8570.0299.2Pekerja Biasa Jam300.000.0158.000292.000-7.9118.0000.0278.0000.0279.3Tukang Kayu, Tukang Batu, dsbJam50.000.0031.66748.333-7.9231.6670.0331.6670.0339.4Dump Truck Kapasitas 3-4 mJam60.000.1551.74258.258-7.7711.7420.0291.7420.0299.8Motor Grader min 100 PKJam50.000.1721.48348.517-7.7541.4830.0301.4830.0309.9Loader Roda Karet 1.0 -1.6 MJam50.000.0871.49448.506-7.8391.4940.0301.4940.0309.11Alat Penggali (Excavator) 80 - 140 PKJam50.000.1401.46448.536-7.7861.4640.0291.4640.02910.7Kompresor 4000 - 6500 Ltr/mntJam60.000.0781.76958.231-6.1571.7690.0291.7690.02910.9Pompa Air 70 - 100 mmJam50.000.0161.56348.438-6.3641.5630.0311.5630.0319.1 (20)Jack HammerJam60.000.0231.82658.174-6.1001.8260.0301.8260.030100.001PROGRES RENCANA KOMULATIF (%)0.0003.925.216.507.93
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