PRODUKTIVITASNoPekerjaanDetail PekerjaanMaterialVolumeSatuan VolumeAlatProduktivitasSatuan/alatJumlah AlatDurasi (jam)Durasi Total (hari)Bulat HariDurasi (week)Pembulatan WeekKeteranganjam kerja / harijumlah shift/hariexpert (penyelam/apapun)expert/harimandortotal mandor per harioperatortotal operator perharitukangtotal tukang perharitotal pekerja perhariSopirB 2 Pekerjaan PersiapanB.2.1. Pemasangan Patokbambu150batangmanual & kapal5buah/jam1303.750.62511B.2.2.1 Pemasangan Lapisan Alasbambu59446batangtruck2geotextile65396.9m2truck2113geogrid15732truck2B.2.2.3 Penumpukan lapisan Corepasir56013.938m3dump truck33m3/jam31697.3920606061212.174007575835.36233459681392B.2.3.2 Penyusunan batuan third layerboulder stone11722.35m3excavator/clamshell100m3/jam2117.223514.65293752.4421562581262B.2.3.3. Penyusunan batuan secondary layerboulder stone63567.131m3excavator/clamshell & dumptruck133m3/jam1477.948353383559.74354417299.957257362281262B.2.4.1 Penyusunan armor layerboulder stone67053.295m3excavator/clamshell&dumptruck133m3/jam2504.16011278263.020014097710.50333568381262A-jack33303buahcrane & dumptruck40buah/jam2832.575104.07187517.34531258126282.23539639111.5814499306

BIAYA KASARNoUraianAlat/BahanSatuanBanyakHarga Satuanbanyak HariTotalPekerjaan Persiapan1Mobilisasi alatDump Truckbuah3700000510,500,0002Truk Engkelbuah230000053,000,0003Bulldozerbuah23500000535,000,0004cranebuah22500000525,000,0005perahubuah240000054,000,0006excavatorbuah27500000575,000,0007mobil khusus buat armorbuah275000057,500,000Total Biaya Mobilisasi160,000,000B 2.1. Pemasangan PatokBahan :Mandor120,0001Bambubuah15070001,050,000Tukang100,000Total biaya bahan1,050,000Operator300,000Upah :Penyelam250,0001tukangOH5100,00042,000,000Pekerja110,0002operatorOH2300,00042,400,000Pembantu Operator85,0003total upah4,400,000Sopir80,000Alat:Tukang Las95,0001Perahu kerja240000043,200,000Total harga alat :3,200,000bambu59446batanggeotextile65396.9m2Total harga pekerjaan8,650,000geogrid15732pasir56013.938m3boulder stone11722.35m3B.2.2.1 Pemasangan Lapisan AlasBahan :boulder stone63567.131m3Bambubuah594467000416,122,000boulder stone67053.295m3Geotextilem265396.97500490,476,750A-jack33303buahGeogrid1573250000786,600,000Total Harga Bahan :1,693,198,750Upah :OperatorOH1300,000144,200,000Dump Truck33 ton33.000.00030MandorOH1120,000141,680,000Truk Engkel10m39.000.00030TukangOH5100,000147,000,000Bulldozer35000001PekerjaOH1110,000141,540,000crane25000001harga total pekerja14,420,000Alat :truck2200000145,600,000perahu1400000145,600,000harga total alat11,200,0001100000harga total pekerjaan1,718,818,75010,686,212,550B.2.2.3 Penumpukan lapisan CoreBahan :Pasir56013.9381000005,601,393,800harga total bahan5,601,393,800Upah :Operator2300,000300180,000,000Mandor1120,00030036,000,000tukang9100,000300270,000,000pekerja1110,00030033,000,000supir380,00030072,000,000harga total pekerja591,000,000Alat:excavator175000003002,250,000,000Dumptruck3750000300675,000,000Bulldozer235000003002,100,000,000harga total alat :2,775,000,000harga total pekerjaan8,967,393,800B.2.3.2 Penyusunan batuan third layerBahan :Boulder Stone11722.351500001,758,352,500Upah :Operator3300,0001513,500,000Mandor1120,000151,800,000Tukang9100,0001513,500,00012,801,072,150Pekerja1110,000151,650,000Harga Total Pekerja30,450,000Alat :Dumptruck27500001522,500,000excavator2550000015165,000,000harga total alat187,500,000Harga Total Pekerjaan1,976,302,500B.2.3.3. Penyusunan batuan secondary layerBahan :Boulder Stone63567.1311500009,535,069,650Upah :Operator2300,0009054,000,000Mandor1120,0009010,800,000Tukang10100,0009090,000,00090Pekerja1110,000909,900,000Harga Total Pekerja164,700,000Alat :Dumptruck275000090135,000,000excavator2550000090990,000,000harga total alat1,125,000,000Harga Total Pekerjaan10,824,769,650B.2.4.1 Penyusunan armor layerBahan :Boulder Stone67053.29518000012,069,593,100A-jack333036000000199,818,000,000Harga total bahan211,887,593,100Upah :Operator2300,000168100,800,00012Mandor1120,00016820,160,000mandor10100,000168168,000,000supir280,00016826,880,000Pekerja1110,00016818,480,000Total Harga Pekerja334,320,000Alat :Crane255000001681,848,000,000mobil buat armor2750000168252,000,000harga total alat :2,100,000,000Harga total Pekerjaan :214,321,913,100Harga Total Upah1,139,290,000Harga Total Alat9,136,900,000Harga Total Bahan239,613,557,800Harga Total BW249,889,747,800Rp107,248,819

RABNONama kegiatanKegiatan sebelumkegiatan sesudahDurasi(week)12345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485868788899091929394951B 2 Pekerjaan PersiapanPekerjaan Persiapan2112B.2.1. Pemasangan PatokPekerjaan persiapanB.2.2.1 Pemasangan Lapisan Alas03B.2.2.1 Pemasangan Lapisan AlasB.2.1. Pemasangan PatokB.2.2.3 Penumpukan lapisan Core35111111111114B.2.2.3 Penumpukan lapisan CoreB.2.2.1 Pemasangan Lapisan AlasB.2.3.2 Penyusunan batuan third layer4911111111111111111111111111111111111111111111111115B.2.3.2 Penyusunan batuan third layerB.2.2.3 Penumpukan lapisan CoreB.2.3.3. Penyusunan batuan secondary layer31116B.2.3.3. Penyusunan batuan secondary layerB.2.3.2 Penyusunan batuan third layerB.2.4.1 Penyusunan armor layer151111111111111117B.2.4.1 Penyusunan armor layerB.2.3.3. Penyusunan batuan secondary layer##11111111111111111111111111111111111111corethrd layer2nd layerSTA 0+0000.26572222220.0332152778STA 0+0256.11160984850.7639512311STA 0+6000.18661616160.0233270202STA 0+6254.52134261360.5651678267STA 1+1750.23946496210.0299331203STA 1+2006.22608901520.7782611269STA 1+8500.74021464650.0925268308STA 1+8750.74794823230.093493529STA 2+30016.32332702022.0404158775STA 2+33035.36233472224.4202918403armor

PPTBahanNONama PekerjaanKode PekerjaanBiayaNoNamaSatuanJumlahHarga/BuahTotal1Pemasangan PatokB.2.18,650,0001Bambubuah59,4467,000416,122,0002CoreB.2.20.02Geotextilem265,3975,000326,984,5003Pemasangan Lapisan Alas (Geotexteile)B.2.2.11,555,326,5003Geogridm215,73250,000786,600,0004Penumpukan Lapisan Core LayerB.2.2.214,568,787,600Biaya Total Bahan :1,529,706,5005Secondary layerB.2.30.0Upah6Penumpukan BatuB.2.2.112,731,783,580NoNamaSatuanJumlahBiaya/hariHariTotal7Pemasangan Thirdly LayerB.2.2.21,976,302,5001OperatorOH1300,000144,200,0008Armor layerB.2.30.02MandorOH1120,000141,680,0009Penyusunan Armor LayerB.2.3.1115,753,979,0003TukangOH5100,000147,000,000RAB115,762,629,0004PekerjaOH1110,000141,540,000Biaya Total Pekerja14,420,000AlatNoNamaSatuanJumlahBiaya/hariHariTotal1truckBuah2200,000145,600,0002perahuBuah1400,000145,600,000Biaya Total Alat11,200,000Biaya Total Pekerjaan1,555,326,500

RevisiUraianAlat/BahanSatuanBanyakHarga Satuanbanyak HariTotalPekerjaan PersiapanMobilisasi alatDump Truckbuah3700000510,500,000Truk Engkelbuah230000053,000,000Bulldozerbuah23500000535,000,000cranebuah22500000525,000,000perahubuah240000054,000,000excavatorbuah27500000575,000,000mobil khusus buat armorbuah275000057,500,000Total biaya mobilisasi160,000,000B 2.1. Pemasangan PatokBiaya bahanBambubuah15070001,050,000Biaya total bahan1,050,000Biaya upahtukangOH5100,00042,000,000operatorOH2300,00042,400,000Biaya total upah pekerja4,400,000Biaya alatPerahu kerjaunit/hari240000043,200,000Biaya total alat3,200,000Biaya total pekerjaan8,650,000B.2.2.1 Pemasangan Lapisan AlasBiaya bahanBambubuah594467000416,122,000Geotextilem265396.97500490,476,750Geogridm21573250000786,600,000Biaya total bahan1,693,198,750Biaya upahOperatorOH1300,000144,200,000MandorOH1120,000141,680,000TukangOH5100,000147,000,000PekerjaOH1110,000141,540,000Biaya total upah pekerja14,420,000Biaya alattruckunit/hari2200000145,600,000perahuunit/hari1400000145,600,000Biaya total alat11,200,000Biaya total pekerjaan1,718,818,750B.2.2.3 Penumpukan lapisan CoreBiaya bahanPasirm356013.9381000005,601,393,800Biaya total bahan5,601,393,800Biaya upahOperatorOH2300,000300180,000,000MandorOH1120,00030036,000,000tukangOH9100,000300270,000,000pekerjaOH1110,00030033,000,000supirOH380,00030072,000,000Biaya total upah pekerja591,000,000Biaya alatexcavator175000003002,250,000,000Dumptruck3750000300675,000,000Bulldozer235000003002,100,000,000Biaya total alat2,775,000,000Biaya total pekerjaan8,967,393,800B.2.3.2 Penyusunan batuan third layerBiaya bahanBoulder Stone11722.351500001,758,352,500Biaya total bahan1,758,352,500Biaya upahOperator3300,0001513,500,000Mandor1120,000151,800,000Tukang9100,0001513,500,000Pekerja1110,000151,650,000Biaya total upah pekerjan30,450,000Biaya alatDumptruck27500001522,500,000excavator2550000015165,000,000Biaya total alat187,500,000Biaya total pekerjaan1,976,302,500B.2.3.3. Penyusunan batuan secondary layerBiaya bahanBoulder Stone63567.1311500009,535,069,650Biaya total bahan9,535,069,650Biaya upahOperator2300,0009054,000,000Mandor1120,0009010,800,000Tukang10100,0009090,000,000Pekerja1110,000909,900,000Biaya total upah pekerja164,700,000Biaya alatDumptruck275000090135,000,000excavator2550000090990,000,000Biaya total alat1,125,000,000Biaya total pekerjaan10,824,769,650B.2.4.1 Penyusunan armor layerBiaya bahanBoulder Stone67053.29518000012,069,593,100A-jack333036000000199,818,000,000Biaya total bahan211,887,593,100Biaya upahOperator2300,000168100,800,000Mandor1120,00016820,160,000mandor10100,000168168,000,000supir280,00016826,880,000Pekerja1110,00016818,480,000Biaya total upah pekerja334,320,000Biaya alatCrane255000001681,848,000,000mobil buat armor2750000168252,000,000Biaya total alat2,100,000,000Biaya total Pekerjaan214,321,913,100Harga Total Upah1,139,290,000Harga Total Alat9,136,900,000Harga Total Bahan239,613,557,800Harga Total BW249,889,747,800Rp107,248,819Mandor120,000Tukang100,000Operator300,000Penyelam250,000Pekerja110,000Pembantu Operator85,000Sopir80,000Tukang Las95,000bambu59446batanggeotextile65396.9m2geogrid15732pasir56013.938m3boulder stone11722.35m3boulder stone63567.131m3boulder stone67053.295m3A-jack33303buahDump Truck33 ton33.000.00030Truk Engkel10m39.000.00030Bulldozer35000001crane25000001110000010,686,212,55012,801,072,1509012