Ks rencana JADWAL PELAKSANAAN KEGIATAN DAN KURVA SPEKERJAAN LEVELLING LAPANGAN PENUMPUKAN ANTAR PULAUNO.URAIAN PEKERJAANKuantitasSatuanHarga SatuanAgustusSeptemberOktoberNopemberDesemberJanuariFeb.SKALABobot (%)Minggu KeMinggu KeMinggu KeMinggu KeMinggu KeMinggu Ke12345678910111213141516171819202122232425IPEKERJAAN PERSIAPAN DAN PENDAHULUAN100814,825,928.731Survey lokasi1.00ls1,500,000.00160,000.000.020.18814,825,928.732Mobilisasi dan Demobilisasi Alat3,000,000.000.370.18814,825,928.733Pekerjaan Bowplank1.00ls2,500,000.00750,000.000.090.30814,825,928.734Gudang bahan dan peralatan3,645,500.000.450.30814,825,928.735Pekerjaan Perancah1.00ls15,000,000.0010,000,000.001.230.890.890.89814,825,928.730.89546814,825,928.73Jumlah I1.00ls500,000.000.00814,825,928.730.0075814,825,928.73IIPEKERJAAN TANAH DAN PONDASI1.00ls2,500,000.000.300.3060814,825,928.731Galian tanah keras662,176.140.08814,825,928.732Urugan kembali galian5.00ttk1,500,000.00276,074.580.030.89814,825,928.733Urugan pasir bawah pondasi41,575.380.010.890.000.000.300.000.000.000.89814,825,928.734lantai kerja cor 1 : 3 : 5271,696.230.03814,825,928.735Pengadaan material,pemancangan dan penyambungan V pile 28.28.285,007.33m8,500.0052,272,000.006.421.681.681.69814,825,928.736Mobilisasi dan demobilisasi untuk pemancangan11,000,000.001.351.261.261.261.27814,825,928.737Pengadaan crane bantu72.33m219,004.8715,840,000.001.947.247.247.247.247.257.2550814,825,928.738Pile cap beton bertulang (195,5 kg) K 300 + sumbu28,560,014.553.515.455.435.435.435.435.435.435.43814,825,928.739Pekerjaan sloof 30 x 40 beton bertulang (93,64 kg) K 3004,005.87m40,140.0080,500,766.409.883.823.823.823.803.806.366.366.36814,825,928.7310Bongkar pas. Coneblok870,528.000.11814,825,928.7311Base Coarse A1,001.46m179,865.0024,329,696.402.994.264.284.284.284.287.137.137.12814,825,928.7312Urugan pasir bawah Lantai1,049,643.360.13814,825,928.7313Pasang Kembali Pas. Coneblok6.56m2,761,961.0018,107,520.002.222.922.912.48814,825,928.7314Pekerjaan Pelat Lantai (60,3 Kg) Beton Bertulang tebal 25 cm80,588,700.009.89814,825,928.73814,825,928.73Jumlah II814,825,928.73814,825,928.73IIIPEKERJAAN TIANG DAN BALOK814,825,928.731Penyambungan balok untuk bangunan baru4,825,768.500.59814,825,928.732Pekerjaan pasangan bata108,707,562.8813.34814,825,928.733Pekerjaan lobang angin4,336,138.630.53814,825,928.734Pekerjaan plesteran8,740,622.401.07814,825,928.735Pekerjaan pengecatan ( 2 x cat)4,962,340.560.61814,825,928.736Pekerjaan tiang Profil WF 350 x 175 (49,6 kg/m)+ sambungan66,218,678.408.13814,825,928.737Pekerjaan balok Profil WF 350 x 175 (49,6 kg/m)+ sambungan45,307,516.805.56814,825,928.738Pekerjaan tiang beton 30 x 6025,156,901.003.09814,825,928.739Pekerjaan balok beton 30 x 6017,225,208.002.11814,825,928.73814,825,928.73Jumlah III814,825,928.73814,825,928.73IVPEKERJAAN ATAP814,825,928.731Pekerjan kuda - kuda profil WF 300 x 15026,303,407.903.23814,825,928.732Gording kanal profil C 150 x 65 x 2017,666,880.002.17814,825,928.733Ikatan angin besi bulat 14 mm + klem3,034,822.000.37814,825,928.734Trackstang besi bulat 14 mm + klem1,619,464.000.20814,825,928.735Besi siku 110.110.10 untuk dudukan gording1,212,590.400.15814,825,928.736Pelat besi 3 mm untuk pengait atap520,135.700.06814,825,928.737Rangka listplank L 45.45.55,567,074.800.68814,825,928.738Atap zinkalum warna standart 0.5 mm55,779,393.606.85814,825,928.739Listplank zinkalum 0.5 mm2,669,442.410.33814,825,928.7310Rabung Rabung seng BJLS 35 K510,789.240.06814,825,928.7311Pekerjaan plafond10,745,120.001.32814,825,928.7312Pelat buhul tebal 6 mm2,621,591.000.32814,825,928.73814,825,928.73Jumlah IV814,825,928.73814,825,928.73VPEKERJAAN DRAINASE814,825,928.731Galian tanah keras1,328,128.950.16814,825,928.732Timbunan kembali576,571.620.07814,825,928.733Beton bertulang K 30043,840,252.805.38814,825,928.734lantai kerja pasir urug86,390.400.01814,825,928.735Penutup parit pelat 3 mm10,314,379.601.27814,825,928.736Besi siku 45.45.57,052,866.100.87814,825,928.73814,825,928.73Jumlah V814,825,928.73814,825,928.73VIPEKERJAAN LAIN - LAIN3.35814,825,928.731Pembersihan akhir10.80m863,500.001,620,000.000.201.110.5625814,825,928.732Tes kuat tekan beton2,850,000.000.350.559.406.366.367.137.137.120.00814,825,928.733Dokumentasi dan laporan1,500,000.000.18814,825,928.731.00ls1,500,000.000.180.18814,825,928.73Jumlah VI814,825,928.731.00ls3,500,000.000.420.42814,825,928.730.000.000.000.000.000.000.60032JUMLAH814,825,928.73100.00Kemajuan Pekerjaan Rencana (%)0.000.481.681.681.6911.3511.048.357.247.257.253.828.088.108.088.085.170.600.009.406.366.667.137.137.121.49Kumulatif Kemajuan Pekerjaan Rencana(%)0.000.482.163.845.5316.8827.9236.2743.5150.7658.0161.8369.9178.0186.0994.1799.3499.9499.9464.0770.4377.0984.2291.3598.47100.0Kemajuan Pekerjaan Reel (%)0.000.000.000.000.000.000.001.741.261.261.276.345.435.435.435.435.435.4310.229.400.000.000.000.000.000.00Komulatif Pekerjaan Reel (%)0.000.000.000.000.000.000.001.743.004.265.5311.8717.3022.7328.1633.5939.0244.4554.6764.0764.0764.0764.0764.0764.164.128Deviasi Pekerjaan (%)0.00-0.48-2.16-3.84-5.53-16.88-27.92-34.53-40.51-46.50-52.48-49.96-52.61-55.28-57.93-60.58-60.32-55.49-45.270.00-6.36-13.02-20.15-27.28-34.40-35.89PT. PELINDO I (PERSERO) BICTMenejer TeknikAsisten Menejer FasilitasPT. CITRA SAUDARADirekturSadaruddinInggu SarnainiSutan Irwansyah Lubis

Ks rencana

Ks rencana termin 2

14.2868.57100 hr00143115JADWAL PELAKSANAAN KEGIATAN DAN KURVA SLEVELLING LAPANGAN PENUMPUKAN EX GUDANG API DAN PEMBUATAN SALURAN DRAINASE500000NO.URAIAN PEKERJAANKuantitasSatuanOtoberNopemberDesemberBobot (%)Minggu KeMinggu KeMinggu Ke17-2324-3031-67-1314-2021-2728-45-1112-120500123456789150000IPEKERJAAN PERSIAPAN DAN PENGUJIANPekerjaan Persiapan2883,590,629.181Mobilisasi dan demobilisasi alatMobilisasi dan Demobilisasi Alat1.00ls12,000,000.001.361.361.36168883,590,629.182Test CBR lapanganPengukuran/Bowplank3,200,000.000.360.360.36883,590,629.183Rambu-rambu keselamatan kerjaRambu-rambu keselamatan kerja1.00ls15,683,233.331.771.771.770.89883,590,629.184Test kuat tekan coneblock2,000,000.000.230.230.23883,590,629.18883,590,629.18IIPEKERJAAN LEVELLINGPekerjaan Jalur Transtainer Baru Blok S,T,U,V, dan W883,590,629.181Pekerjaan bongkar coneblokBongkar Cone blok50,929,436.885.765.765.762.302.30883,590,629.182Pekerjaan galian tanah keras dengan alat beratGalian tanah keras50,016,703.345.665.665.664.53883,590,629.183Meratakan dan pemadatan tanah asliBeton bertulang jalur transtainer K45059,544,395.306.746.743.373.37883,590,629.184Pekerjaan pasang coneblok kembaliPasir urug 5 cm40,791,709.734.624.622.312.31883,590,629.185Pemasangan Coneblock baru type holland K 450 t = 10 cmPasang kembali coneblok bekas355,888,874.8840.2840.2820.1420.14883,590,629.186Buang hasil galian15,969,005.991.811.811.81883,590,629.18883,590,629.18883,590,629.18IIIPEKERJAAN DRAINASEPekerjaan Turning Poin Baru Baru Blok S,T,U,V,dan W60883,590,629.181Galian tanah KerasBongkar cone blok5,007.33m33,427,011.603.783.783.78883,590,629.182Pekerjaan riol drainase RCP 60Galian tanah keras178,413,287.0020.1920.1920.19883,590,629.183Timbunan tanah kembaliBeton bertulang K4500.00m7,475,911.970.850.850.850.00883,590,629.184Pekerjaan Manhole beton bertulang K 225Besi angker 25 mm-25 cm39,373,196.264.464.464.46883,590,629.185Pekerjaan angker besi 25 mm- 25 cm137,306.880.020.020.02883,590,629.186Pekerjaan besi pelat Manhole tebal 25 mm15,040,556.021.701.701.70883,590,629.18883,590,629.18IVPEKERJAAN LAIN-LAIN883,590,629.181Pembersihan Akhir1.00ls2,000,000.000.230.230.23883,590,629.182Dokumentasi dan laporan1.00ls1,700,000.000.190.190.19JUMLAH883,590,629100.00100.00Kemajuan Pekerjaan Rencana (%)0.003.135.7611.7528.099.034.0322.6720.142.23Kumulatif Kemajuan Pekerjaan Rencana(%)0.003.138.9020.6448.7357.7761.7984.47104.61106.83Kemajuan Pekerjaan Reel (%)0.000.892.302.304.53Komulatif Pekerjaan Reel (%)0.000.893.195.4910.0228Deviasi Pekerjaan (%)0.002.255.7115.1538.71jadwal rencana awalrealisasi pelaksanaan1,107,548.001,501,741.001,062,842.001,632,750.005,304,881.003,182,928.604850000000.66

Komulatif Pekerjaan Reel (%)