time schedule

NOPEMBER (2)TIME SCHEDULEPENINGKATAN KAWASAN JALAN MARITAM

NO.Uraian PekerjaanJumlah HargaBobot.BULAN IBULAN IIBULAN IIIBULAN IVBULAN VBULAN VI( Rp.)

IDIVISI 1 . UMUM

1.2Mobilisasi39,263,500.002.380.790.790.79

IIDIVISI II - DRAINASE

2.10Galian Drainase dan Saluran Air7,970,484.300.480.1210.1210.1210.121

2.2aPasangan Batu Dengan Portal ( Manual )81,994,975.804.971.661.661.66

IIIDIVISI III - PEKERJAAN TANAH

3.1.1Galian Tanah Biasa53,043,690.313.220.4020.4020.4020.400.400.400.400.40

3.2.1Timbunan Tanah Biasa4,451,205.050.270.090.090.09

VDIVISI V PERKERASAN BERBUTIR

5.1.1Lapis Pondasi Atas A467,375,648.0328.333.543.543.543.543.543.543.543.54

VIDIVISI VI PERKERASAN ASPAL6.1.1Lapis Resap Pengikat54,938,886.083.330.420.420.420.420.420.420.420.42

6.3.7Laston Asphalt Concret Base ( AC- Base)824,327,157.6349.976.256.256.256.256.256.256.256.25

VIIDIVISI VII STRUKTUR7.1.7Cor Beton K 250 u/Slab Beton 8,761,918.430.530.270.27

7.1.8Cor Beton K175 u/Sloof Beton72,486,839.104.391.461.461.46

7.3.1Baja Tulangan U - 24 Polos u/, Slab Beton13,361,722.610.810.270.270.27

7.9aPasangan Batu Manual u/ Slab Beton13,566,212.360.820.210.210.210.21

7.10.1Pasangan Batu Kosong yang diisi adukan8,168,142.290.500.170.170.17

JUMLAH1,649,710,381.98100.00PPN 10%164,971,038.20JUMLAH TOTAL1,814,681,420.18DIBULATKAN1,814,681,000.00

RENCANA( % )0.790.790.520.522.182.182.062.232.496.403.913.913.753.543.5410.2010.206.666.666.666.666.666.660.79( % )0.791.592.112.634.816.999.0511.2813.7720.1724.0828.0031.7435.2838.8349.0359.2365.9072.5679.2285.8892.5499.21100.00REALISASI( % )0.500.600.701.12( % )0.501.101.802.92DEVIASI( + )( - )-0.29-0.49-0.310.29

49.710.1180.1112.4252.527520.0275

NOPEMBER (5)TIME SCHEDULEPENINGKATAN JALAN LUAR KOTA 4 T.A 2014


IDIVISI 1. UMUM

1.2Mobilisasi37,500,000.000.380.130.130.13

IIDIVISI 2. DRAINASE

0.002.1Galian untuk Saluran Dan Drainase262,937,606.372.640.220.220.2200.2200.2200.2200.220.220.220.220.220.22

2.2Pasangan Batu dengan Mortar1,491,933,833.4914.991.251.251.251.251.251.2491.251.251.251.251.251.25

2.3Pasangan Batu tanpa Mortar (Aanstamping)318,807,431.993.200.270.270.2670.2670.2670.2670.270.270.270.270.270.27

2.4Pipa resapan 3/4"20,482,200.000.210.020.020.020.020.020.020.020.020.020.020.020.02

IIIDIVISI 3. PEKERJAAN TANAH

3.1Galian Biasa14,061,741.890.140.010.010.010.010.010.010.010.010.010.010.010.01

3.2Galian Perkerasan Beraspal tanpa Cold Milling Machine19,009,131.180.190.050.050.050.05

3.3Timbunan Pilihan361,014,097.013.630.3630.3630.3630.360.360.360.360.360.3630.363

3.4Penyiapan Badan Jalan47,660,898.080.480.2390.239

IVDIVISI 5. PERKERASAN BERBUTIR

4.1Semen untuk Lapis Pondasi Semen Tanah1,729,260,828.0417.371.091.091.091.091.091.091.091.091.091.091.091.091.091.091.091.09

4.2Lapis Pondasi Tanah Semen1,635,412,964.3616.431.031.031.031.031.031.031.031.031.031.031.031.031.031.031.031.03

VDEVISI VI - PEKERJAAN ASPAL

5.1Lapis Perekat - Aspal Cair382,412,727.923.840.480.480.480.480.480.480.480.480.000.000.000.000.000.000.000.00

5.2Laston Lapis Pondasi (AC-Base) (kasar)1,225,183,409.2812.311.541.541.541.541.541.541.541.54

5.3Aspal Minyak1,876,694,400.0018.852.362.362.362.362.362.362.362.36

5.4Aditif anti pengelupasan9,354,240.000.090.010.010.010.010.010.010.010.010.000.000.00

Bahan Pengisi (Filler) Tambahan0.000.000.000.00

VIDIVISI 7. STRUKTUR

6.1Beton mutu sedang (K-250)165,679,726.301.660.210.210.210.210.210.210.210.21

6.2Beton mutu sedang (K-250) Patching81,010,349.220.810.200.200.200.200.000.000.000.00

6.3Beton mutu rendah (K-175)57,696,362.550.580.070.070.070.070.070.070.070.07

6.4Baja Tulangan BJ 24 polos209,443,279.182.100.260.260.260.260.260.260.260.260.00

6.5Pondasi Cerucuk Pengadaan dan Pemancangan8,634,999.990.090.010.010.010.010.010.010.010.01

6.6Pembongkaran Jembatan Lama1,750,000.000.020.020.00


RENCANA( % )2.702.682.682.684.794.794.794.794.244.244.244.242.112.112.112.116.506.506.506.504.644.644.644.76( % )2.705.398.0710.7515.5420.3425.1329.9234.1638.4042.6446.8848.9951.1153.2255.3361.8368.3374.8381.3285.9690.6095.24100.00REALISASI( % )1.701.902.5013.904.30( % )1.703.606.1013.9018.20DEVIASI( + )3.15( - )-1.00-1.79-1.972.66

49.710.1180.1112.4252.527520.0275

NOPEMBER (3)TIME SCHEDULEPENINGKATAN JALAN DALAM KOTA 2 T.A 2013


IDIVISI 1. UMUM1.2Mobilisasi37,500,000.000.380.130.130.13

IIDIVISI 2. DRAINASE0.002.1Galian untuk Saluran Dan Drainase262,937,606.372.640.220.220.2200.2200.2200.2200.220.220.220.220.220.22

2.2Pasangan Batu dengan Mortar1,491,933,833.4914.991.251.251.251.251.251.2491.251.251.251.251.251.25

2.3Pasangan Batu tanpa Mortar (Aanstamping)318,807,431.993.200.270.270.2670.2670.2670.2670.270.270.270.270.270.27

2.4Pipa resapan 3/4"20,482,200.000.210.020.020.020.020.020.020.020.020.020.020.020.02

IIIDIVISI 3. PEKERJAAN TANAH3.1Galian Biasa14,061,741.890.140.010.010.010.010.010.010.010.010.010.010.010.01

3.2Galian Perkerasan Beraspal tanpa Cold Milling Machine19,009,131.180.190.050.050.050.05

3.3Timbunan Pilihan361,014,097.013.630.3630.3630.3630.360.360.360.360.360.3630.363

3.4Penyiapan Badan Jalan47,660,898.080.480.2390.239

IVDIVISI 5. PERKERASAN BERBUTIR4.1Semen untuk Lapis Pondasi Semen Tanah1,729,260,828.0417.371.091.091.091.091.091.091.091.091.091.091.091.091.091.091.091.09

4.2Lapis Pondasi Tanah Semen1,635,412,964.3616.431.031.031.031.031.031.031.031.031.031.031.031.031.031.031.031.03

VDEVISI VI - PEKERJAAN ASPAL5.1Lapis Perekat - Aspal Cair382,412,727.923.840.480.480.480.480.480.480.480.480.000.000.000.000.000.000.000.005.2Laston Lapis Pondasi (AC-Base) (kasar)1,225,183,409.2812.311.541.541.541.541.541.541.541.54

5.3Aspal Minyak1,876,694,400.0018.852.362.362.362.362.362.362.362.36

5.4Aditif anti pengelupasan9,354,240.000.090.010.010.010.010.010.010.010.010.000.000.00Bahan Pengisi (Filler) Tambahan0.000.000.000.00

VIDIVISI 7. STRUKTUR6.1Beton mutu sedang (K-250)165,679,726.301.660.210.210.210.210.210.210.210.21

6.2Beton mutu sedang (K-250) Patching81,010,349.220.810.200.200.200.200.000.000.000.006.3Beton mutu rendah (K-175)57,696,362.550.580.070.070.070.070.070.070.070.07

6.4Baja Tulangan BJ 24 polos209,443,279.182.100.260.260.260.260.260.260.260.260.006.5Pondasi Cerucuk Pengadaan dan Pemancangan8,634,999.990.090.010.010.010.010.010.010.010.01

6.6Pembongkaran Jembatan Lama1,750,000.000.020.020.00JUMLAH9,955,940,226.84100.00PPN 10%995,594,022.68JUMLAH TOTAL10,951,534,249.53DIBULATKAN10,951,534,000.00

RENCANA( % )2.702.682.682.684.794.794.794.794.244.244.244.242.112.112.112.116.506.506.506.504.644.644.644.76( % )2.705.398.0710.7515.5420.3425.1329.9234.1638.4042.6446.8848.9951.1153.2255.3361.8368.3374.8381.3285.9690.6095.24100.00REALISASI( % )1.701.902.503.504.604.884.804.674.774.624.604.65( % )1.703.606.109.6014.2019.0823.8828.5533.3237.9442.5447.19DEVIASI( + )0.31( - )-1.00-1.79-1.97-1.15-1.34-1.26-1.25-1.37-0.84-0.46-0.10

49.710.1180.1112.4252.527520.0275

NOPEMBER (4)TIME SCHEDULEPENINGKATAN KAWASAN JALAN MARITAM


IDIVISI 1 . UMUM

1.2Mobilisasi39,263,500.002.380.790.790.79

















RENCANA( % )0.790.790.520.522.182.182.062.232.496.403.913.913.753.543.5410.2010.206.666.666.666.666.666.660.79( % )0.791.592.112.634.816.999.0511.2813.7720.1724.0828.0031.7435.2838.8349.0359.2365.9072.5679.2285.8892.5499.21100.00REALISASI( % )0.500.600.701.121.801.801.801.824.06( % )0.501.101.802.924.726.528.3210.1414.20DEVIASI( + )0.29( - )-0.29-0.49-0.31-0.09-0.47-0.73-1.14-13.80

49.710.1180.1112.4252.527520.0275

NOPEMBERTIME SCHEDULEPENINGKATAN KAWASAN JALAN MARITAM


IDIVISI 1 . UMUM

1.2Mobilisasi39,263,500.002.380.790.790.79

















RENCANA( % )0.790.790.520.522.182.182.062.232.496.403.913.913.753.543.5410.2010.206.666.666.666.666.666.660.79( % )0.791.592.112.634.816.999.0511.2813.7720.1724.0828.0031.7435.2838.8349.0359.2365.9072.5679.2285.8892.5499.21100.00REALISASI( % )0.10( % )DEVIASI( + )( - )-0.79-1.59-2.11-2.63-4.81-6.99-9.05-11.28-13.77-20.17-24.08-28.00-31.74-35.28-38.83-49.03-85.88-92.54-99.21-100.00

49.710.1180.1112.4252.527520.0275

Sheet1TIME SCHEDULE PELAKSANAAN TUGAS AKHIRRIDHO SEPTIAN RAHMAN 1109025015

NoKegiatanMaretAprilMeiJuniMinggu 1Minggu 2Minggu 3Minggu 4Minggu 1Minggu 2Minggu 3Minggu 4Minggu 1Minggu 2Minggu 3Minggu 4Minggu 1Minggu 2Minggu 3Minggu 4

1PENGAJUAN JUDULJUDUL

2BAB 1 PENDAHULUANBAB 1ALatar belakang ABMaksud dan Tujuan BCBatasan Masalah CDSistematika penulisan D

3BAB 2 DASAR TEORIBAB 2Ekonsep pemilihan struktur EFkriteria dasar perancangan FGperencanaan struktur G

5BAB 3 KONSEP PEMBEBANANBAB 3HTinjauan BebanHIFaktor Beban dan Kombinasi BebanIJFaktor Reduksi KekuatanJ

6BAB 4 PERHITUNGAN KONSTRUKSIBAB 4KStruktur Atas KLStruktur Bawah L

7BAB 5 PENUTUPBAB 5MKesimpulan MNSaran N

SEMINARSEMINARREVISIREVISISIDANG PENDADARANPENDADARAN

time schedule

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