Sheet11Jenis peralatanExcavatorDump truckKomatsu PC - 200Hino2Kapasitas tenaga(HP)80803Umur (tahun)(A)554Waktu operasi 1 th (dlm jam)(W)200020005Harga setempat(B)1,000,000,000.00200,000,000.006Kapasitas0.50m34.50m3BIAYA PASTI PER JAM KERJA1Nilai sisa (Rp) : 10% (B)(C)100,000,000.0020,000,000.002Faktor angsuran modal(D)0.240.3343Biaya pasti per jam(B-C)D+0.2xC(E)(W)BIAYA OPERASI PER JAM1Spare part & Ban(12,5% s/d 17,5%) B(F)75,00015,000100 % W2Work shop(6,25% s/d 8,75%) B(G)35,0007,000W3Bahan bakar (12% s/d 15%xHPxHarga BBM(H)43200432004Pelumas (0,35% s/d 0,60%)xHPxHarga Pelumas(I)840084005Operator / Driver(J)6Pembantu operasi(K)7Biaya langsung : (F)+(G)+(H)+(I)+(J)+(K)(T)OPERASI TOTAL PER JAM : (E)+(T)JENIS PEKERJAANGalian tanahaBahan yang diperlukanbPeralatan yang diperlukan1.ExcavatorKapasitas bucket(V)0.50Faktor koreksi(F)- efisiensi alat(f1)- berat volume material(f2)- isian bucket(f3)- angle swing & lokasi(f4)F = f1 x f2 x f3(F)Cycle time(C)Q1 = F x V(Q1)C(Q1)2.Dump truckKapasitas muat(v)Jarak angkut rata-rata(d)Kec. Angkut rata-rata(s)Faktor koreksi(F)- efisiensi alat(f1)- berat volume material(f2)F = f1 x f2(F)Cycle time(C)- Travelling = (2xd) / s(C1)- Muat = (f2 x V) / Q1(C2)- Tunggu putar = 1 menit(C3)C = C1 + C2 + C3(C)Produksi per jam(Q2)Q2 = F x V(Q2)CSetiap m3 diperlukan- excavator = 1/Q1(1/Q1)- dump truck = 1/Q2(1/Q2bProduksi per hari (1hr = 6 jam)Q1 (Excavator)Q = 6 x Q1

analisa mollenPerhitungan adukan dengan alat (mollen)Jenis Pekerjaan: Pasangan batu belahSatuan Pembayaran: m3NOURAIANKODEKOEFSATUANKETERANGANIUMUM1Lokasi pekerjaansepanjang saluran irigasi2Bahan dasarbatu, pasir, semen3Jarak rata-rata BC ke lokasi pekerjaanL4Jam kerja efektirf rata-rataJk7jam5Perbandingan PC & pasir1 : 4Vol PCPC20%Vol PasirPs80%6Perbandingan batu mortar- Batubt65%(asumsi)- Mortarmr35%7Berat Jenis Bahan-Pas. Batu dengan mortarBj. 12.40ton/m3-BatuBj. 21.60-Adukan (mortar)Bj. 31.80-PasirBj. 41.80-Semen (PC)Bj. 51.44IIPEMAKAIAN BAHAN, ALAT, DAN TENAGA1Bahan-Batu = (( bt x Bj. 1 x 1 m3 ) / Bj. 2 ) x 1.20batu1.17m3-Semen = PC (( mr x Bj. 1 x 1 m3 ) / Bj. 3 ) x 1.05 xsemen141.12kgBj. 5 x 1000-Pasir = Ps x (( mr x Bj. 1 x 1 m3) / Bj. 4 x 1.05pasir0.392m32Alata.Concrete mixerkapasitas alatV300literFaktor efisiensi alatFa0.83Waktu siklus- = T1 + T2 + T3 + T4-memuatT16menit-mengadukT24menit-menuangT32menit-tunggu, dllT45menitTs17menitKapasitas produksi / jam=V x Fa x 60Q0.879m31000 x TSKoef. alat / m3=1 : QEj1.138jam3Tenaga-Produksi menentukan=Produksi mollenQ0.879m3/jam-Produksi pas. Batu dengan=Jk x QQt6.152m3mollen per hariKebutuhan tenaga-mandorM1orang-tukang batuTb2orang-pekerjaP10orangKoefisien tenaga per m3-mandor=( Jk x M ) /Qtmandor1.138jam-tukang batu=( Jk x Tb ) / Qttk. batu2.276jam-pekerja=( Jk x P ) / Qtpekerja11.379jamKoefisien tenaga, alat per m3-mandor=M / Qtmandor0.163m3 / hr-tukang batu=Tb / Qttk. batu0.325m3 / hr-pekerja=P / Qtpekerja1.626m3 / hrKoefisien alat m3 / hr=1 / QtEa0.1626m3 / hrKoefisien tenaga dengan BOWmandor0.180m3 / hrtk. batu1.200m3 / hrkep. tukang3.600m3 / hrpekerja0.012m3 / hrKoefisien bahan BOWbatu belah1.200m3PC4.071zakpasir0.522m3Modifikasi analisa BOW + AlatKoefisien tenaga-mandor=0.18 - 0.162mandor0.018m3 / hr-tukang batu=1.20 - 0.325tukang batu0.875m3 / hr-kepala tukang=0.012 - 0kepala tukang0.012m3 / hr-pekerja=3.6 - 1.625pekerja7.975m3 / hrKoefisien bahan-batu belahbatu belah1.200m3-PCPC4.071zak-PasirPasir0.522m3Alat mollenAlat0.1625m3 / hr

analisa alt brtANALISA ALAT BERAT1Jenis peralatanExcavatorDump truckTruck craneKomatsu PC - 200Hino2Kapasitas tenaga(HP)8080803Umur (tahun)(A)5554Waktu operasi 1 th (dlm jam)(W)2000200020005Harga setempat(B)1,000,000,000.00200,000,000.00200,000,000.006Kapasitas0.50m34.50m32.00tripBIAYA PASTI PER JAM KERJA1Harga Penyusutan (B - 0.1xB)B - 0,01% B(C)900,000,000.00180,000,000.00180,000,000.002Penyusutan (Rp)C(D)90,00018,00018,000100003Biaya Bunga, dll. (Rp)12% B60,00012,00012,000WBIAYA OPERASI PER JAMBBM/Pelumas1Solar (liter)(10-16)x4800(E)76,800.0048,000.0076,800.002Olie Mesin (liter)8% - 10% x 30000(F)2,400.003,000.002,400.003Olie Transmisi (liter)1,5% - 3% x 30000(G)510.00780.00510.004Olie Hidrolis (liter)15% x 30000(H)4,500.00390.004,500.005Grease (liter)2% x 30000(I)600.00240.00600.006Biaya Repair6% C(J)27,000.005,400.005,400.00W7Biaya Driver675067506750Biaya Operasional per jam268,56094,560126,960Rp268,560.00Rp94,560.00Rp126,960.00OPERASI TOTAL PER JAM : (E)+(T)JENIS PEKERJAANGalian tanahaBahan yang diperlukanbPeralatan yang diperlukan1.ExcavatorKapasitas bucket(V)0.50Faktor koreksi(F)- Eff. Kerja Siang(f1)0.90- Ketrampilan operator rata-rata(f2)0.90- Cuaca cerah(f3)0.90- Cara kerja(f4)0.90F = f1 x f2 x f3 x f4(F)0.66Waktu muat, buang/pindah dll (Ws)Ws0.50mntTrip per jam60(t)120.00tripWsProduksi maksimum60.00m3Produksi per jam(Q1)39.37m339.00m32.Dump truckJarak angkut 5 km(s1)5.00kmKapasitas muat(a)4.50Kec. dengan beban(v1)17.00km/jam0.28km/mntKec. tanpa beban(v2)30.00km/jam0.50km/mntSiklus excavator(c1)1.00mntKapasitas excavator(b)0.50m3Faktor koreksi(F)0.80Jumlah siklus excavator mengisia(S C)11.25dump truckb x F11.00mntWaktu muatS C x c1(t1)11.00mntWaktu angkut dan kembaliWaktu angkuts1(t2')17.65mntv1Waktu kembalis1(t2")10.00mntv2Jumlah(t2)27.65mntWaktu buang dan tunggu(t3)5.00mntWaktu Dump Truck mengambil posisi(t4)1.00mntJadi Siklus Waktu : (1 + 2 + 3 + 4)(T)44.65mntPerkiraan Jumlah Dump Truck24.65(S truck)2.24t1Dibulatkan2.00unitFaktor Bucket Loading(f)0.6Efisiensi Kerja Excavator(e)0.74Produksi/Siklus(C)3.36m3C x e x S truck(Q)6.68m3/jamT3.Truck craneKapasitas(V)2.00Faktor koreksi(F)- Efisiensi alat(f1)0.90- Ketrampilan operator rata-rata(f2)0.90- Angle swing & lokasi(f3)0.65- Cara kerja(f4)0.90F = f1 x f2 x f3 x f4(F)0.47Waktu muat, buang/pindah dll (Ws)Ws5.00mntTrip per jam60(t)12.00tripWsProduksi maksimum24.00tripProduksi per jam11.3711.000.4030065

AN ALT BRTANALISA ALAT BERATPEKERJAAN: DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER: BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI: KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN: 2008II. PEKERJAAN TANAH DENGAN ALAT BERATALT. 11 m3 Galian tanah alur (1x kerukan)- Excavator:1.00xRp268,560.00=Rp6,886.1539.00- Perapihan:=Rp5,000.00Jumlah=Rp11,886.15Dibulatkan=Rp11,886.00ALT. 21 m3 Galian tanah diangkut sejauh 5 km- Excavator:1.00xRp268,560.00=Rp4,630.3458.00- Dump Truck:3.00xRp94,560.00=Rp42,449.186.68- Perapihan:=Rp5,000.00Jumlah=Rp52,079.53Dibulatkan=Rp52,079.00ALT. 31 m3 Galian tanah diangkut sejauh 10 km- Excavator:1.00xRp268,560.00=Rp4,630.3458.00- Dump Truck:3.00xRp94,560.00=Rp68,735.244.13- Perapihan:=Rp5,000.00Jumlah=Rp78,365.58Dibulatkan=Rp78,365.00ALT. 41 m3 Membuat tanggul tanah diangkut sejauh 50 m'- Excavator:1.00xRp268,560.00=Rp4,630.3458.00- Dump Truck:1.00xRp94,560.00=Rp1,970.0048.00- Pekerja:1.00xRp94,560.00=Rp378.24250.00- Perapihan:=Rp5,000.00Jumlah=Rp11,978.58Dibulatkan=Rp11,978.00ALT. 11 jam Truck crane mengangkat precast- Truck crane:1.00xRp126,960.00=Rp11,541.8211.00- Pemasangan:=Rp15,000.00Jumlah=Rp26,541.82Dibulatkan=Rp26,541.00

ALT BRTANALISA PENGGUNAAN ALAT BERATPEKERJAAN: DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER: BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI: KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN: 2008I. PERHITUNGAN PRODUKSI ALAT1.1.BULDOZER1.1.1.Jarak dorong rata-rata=50.00mKapasitas blade=4.50m3Beban=4.50x1.65=7.43Koefisien Traksi=0.70Traksi Kritis=0.70x7.43=5.20Traktor dapat bekerja dengan:Kecepatan Maju=2.50km/jam=41.67m/menitKecepatan Mundur=5.20km/jam=86.67m/menitWaktu Maju (Wp)=50.00=1.20menit41.67Waktu Mundur (Wj)=50.00=0.58menit86.67Waktu buang/pindah, dll.=0.30menitWs=2.08menitTrip per jam=60.00=28.89menit2.08Diperhitungkan=28.00tripProduksi Maksimum=4.50x28.00=126.00m3/jamFaktor Koreksi (Fk):Eff. Kerja Siang (a)=0.80Ketrampilan operator rata-rata (b)=0.90Cuaca cerah =0.90Cara kerja (d)=0.75Kekerasan tanah (e)=0.80FK: (a x b x c x d x e)=0.39Taksiran Produksi=126.00x0.39=48.99m3/jamDiperhitungkan=48.00m3/jam1.1.2.Produksi Perataan Tanah (Striping)Kapasitas blade=4.50m3Beban=4.50x1.65=7.43tonKoefisien Traksi=0.70Traksi Kritis=0.70x7.43=5.20tonTraktor dapat bekerja dengan:Kecepatan Maju=2.50km/jam=41.67m/menitKecepatan Mundur=5.20km/jam=86.67m/menitJarak Dorong Rata-rata=100.00mKedalaman Striping=0.20mWaktu maju (Wp)=100.00=2.40menit41.67Waktu Mundur (Wj)=100.00=1.15menit86.67Waktu buang/pindah, dll.=0.50menitWs=4.05menitTrip per jam=60.00=14.80menit4.05Diperhitungkan=14.00tripProduksi Maksimum=4.50x14.00=63.00m3/jam=63.00=315.00m3/jam0.20Faktor Koreksi (Fk):Eff. Kerja Siang (a)=0.80Ketrampilan operator rata-rata (b)=0.90Cuaca cerah =1.00Cara kerja (d)=0.75Kekerasan tanah (e)=0.80FK: (a x b x c x d x e)=0.43Taksiran Produksi=315.00x0.43=136.08m3/jamDiperhitungkan=136.00m3/jam1.1.3Produksi Pemadatan Tanah (6 lintasan)Banyak Lintasan=6.00lintasanKecepatan Rata-rata=3.00km/jam=3,000.00m/jamLebar Efektif=1.00mTebal Lapisan=0.25mProduksi=1,00 x 3.000,00 x 0,25=125.00m3/jam6.00Dibulatkan=125.00m3/jam1.2.EXCAVATORKapasitas bucket=0.50m3Beban=0.50x1.65=0.83tonBerat Excavator=18.50tonTotal=19.33tonKoefisien Traksi=0.55Traksi Kritis=0.55x19.33=10.63tonWaktu muat, buang/pindah, dll. (Ws)=0.50menitTrip per jam=60.00=120.00trip0.50Diperhitungkan=120.00tripProduksi Maksimum=0.50x120.00=60.00m3Faktor Koreksi (Fk):Eff. Kerja Siang (a)=0.90Ketrampilan operator rata-rata (b)=0.90Cuaca cerah ( c )=0.90Cara kerja (d)=0.90FK: (a x b x c x d)=0.66Taksiran Produksi=60.00x0.66=39.37m3/jamDiperhitungkan=39.00m3/jam1.3.DUMP TRUCK1.3.1.Jarak Angkut=5.00kmKapasitas (a)=4.50m3Kecep. dengan Beban=17.00km/jam=0.28km/menitKecep. tanpa Beban=30.00km/jam=0.50km/menitSiklus Back Hoe=1.00menitkapasitas Back Hoe (b)=0.50m3Faktor Koreksi (Fk)=0.80Jumlah Siklus yang diperlukanBack Hoe untuk mengisi Dump=a=4.50=11.25menitTruckb x Fk0,8 x 0,8Dibulatkan=11.00menitWaktu muat=11.00x1.00=11.00menit (1)Waktu angkut dan kembali:Waktu angkut=5.00=17.65menit0.28Waktu kembali=5.00=10.00menit0.50Jumlah=27.65menit (2)Waktu buang dan tunggu=5.00menit (3)Waktu Dump Truck mengambil posisi=1.00menit (4)Jadi Siklus Waktu : (1 + 2 + 3 + 4)=44.65menitPerkiraan Jumlah Dump Truck=24.65=2.2411.00Dibulatkan=2.00Faktor Bucket Loading=0.60Efisiensi Kerja Excavator=0.74Produksi/Siklus=C =7.00x0.80x0.60=3.36m3Q =60,00 x 3,36x0.74x3.00=6.68m3/jam44.651.3.2.Jarak Angkut=10.00kmKapasitas (a)=4.50m3Kecep. dengan Beban=17.00km/jam=0.28km/menitKecep. tanpa Beban=30.00km/jam=0.50km/menitSiklus Back Hoe=1.00menitkapasitas Back Hoe (b)=0.50m3Faktor Koreksi (Fk)=0.80Jumlah Siklus yang diperlukanBack Hoe untuk mengisi Dump=a=4.50=11.25menitTruckb x Fk0,8 x 0,8Dibulatkan=11.00menitWaktu muat=11.00x1.00=11.00menit (1)Waktu angkut dan kembali:Waktu angkut=10.00=35.29menit0.28Waktu kembali=10.00=20.00menit0.50Jumlah=55.29menit (2)Waktu buang dan tunggu=5.00menit (3)Waktu Dump Truck mengambil posisi=1.00menit (4)Jadi Siklus Waktu : (1 + 2 + 3 + 4)=72.29menitPerkiraan Jumlah Dump Truck=24.65=2.2411.00Dibulatkan=2.00Faktor Bucket Loading=0.60Efisiensi Kerja Excavator=0.74Produksi/Siklus=C =7.00x0.80x0.60=3.36m3Q =60,00 x 3,36x0.74x3.00=4.13m3/jam72.29II. PERHITUNGAN BIAYA ALAT2.1.BULDOZER1.Nama alat=Buldozer2.Model/Merk=Komatsu D 65 P3.Harga alat (Rp)=900,000,000.004.Umur ekonomi *th=55.Jam kerja/th=2,0006.Kapasitas (m3/jam)=907.Harga penyusutan (Rp)=900,000,000.00-90,000,000.00=Rp810,000,000.007.1.Penyusutan (Rp)=810,000,000.00=Rp81,000.0010,0007.2.Biaya Bunga, dll. (Rp)=900,000,000.00x0.12=Rp54,000.002,0008.BBM/Pelumas:8.1.Solar (liter)=22.000xRp4,800.00=Rp105,600.008.2.Olie Mesin (liter)=0.120xRp30,000.00=Rp3,600.008.3.Olie Transmisi (liter)=0.030xRp30,000.00=Rp900.008.4.Olie Hidrolis (liter)=0.048xRp30,000.00=Rp1,440.008.5.Grease (liter)=0.010xRp30,000.00=Rp300.008.6.Final Drive (liter)=0.040xRp30,000.00=Rp1,200.00=Rp113,040.009.Biaya Repair=810,000,000.00x0.06=Rp24,300.002,00010.Biaya Driver=750,000.00+Rp3,000.00=Rp6,750.00200Biaya operasional tiap jam=Rp279,090.00Dibulatkan=Rp279,090.002.2.EXCAVATOR1.Nama alat=Excavator2.Model/Merk=Komatsu PC 2003.Harga alat (Rp)=1,000,000,000.004.Umur ekonomi *th=55.Jam kerja/th=20006.Kapasitas (m3/jam)=39.007.Harga penyusutan (Rp)=1,000,000,000.00-100,000,000.00=Rp900,000,000.007.1.Penyusutan (Rp)=900,000,000.00=Rp90,000.0010,0007.2.Biaya Bunga, dll. (Rp)=1,000,000,000.00x0.12=Rp60,000.002,0008.BBM/Pelumas:8.1.Solar (liter)=16.000xRp4,800.00=Rp76,800.008.2.Olie Mesin (liter)=0.080xRp30,000.00=Rp2,400.008.3.Olie Transmisi (liter)=0.017xRp30,000.00=Rp510.008.4.Olie Hidrolis (liter)=0.150xRp30,000.00=Rp4,500.008.5.Grease (liter)=0.020xRp30,000.00=Rp600.00=Rp84,810.009.Biaya Repair=900,000,000.00x0.06=Rp27,000.002,00010.Biaya Driver=750,000.00+Rp3,000.00=Rp6,750.00200Biaya operasional tiap jam=Rp268,560.00Dibulatkan=Rp268,560.002.3.DUMP TRUCK1.Nama alat=Dump Truck2.Model/Merk=Hino3.Harga alat (Rp)=200,000,000.004.Umur ekonomi *th=55.Jam kerja/th=20006.Kapasitas (m3/jam)=37.Harga penyusutan (Rp)=200,000,000.00-20,000,000.00=Rp180,000,000.007.1.Penyusutan (Rp)=180,000,000.00=Rp18,000.0010,0007.2.Biaya Bunga, dll. (Rp)=200,000,000.00x0.12=Rp12,000.002,0008.BBM/Pelumas:8.1.Solar (liter)=10.000xRp4,800.00=Rp48,000.008.2.Olie Mesin (liter)=0.100xRp30,000.00=Rp3,000.008.3.Olie Transmisi (liter)=0.026xRp30,000.00=Rp780.008.4.Olie Hidrolis (liter)=0.013xRp30,000.00=Rp390.008.5.Grease (liter)=0.008xRp30,000.00=Rp240.00=Rp52,410.009.Biaya Repair=180,000,000.00x0.06=Rp5,400.002,00010.Biaya Driver=750,000.00+Rp3,000.00=Rp6,750.00200Biaya operasional tiap jam=Rp94,560.00Dibulatkan=Rp94,560.00

&R&8ANALISA ALAT BERAT - &P

HRG SATHARGA SATUAN BAHAN DAN UPAH TENAGAPEKERJAAN: DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER: BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI: KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN: 2008NOURAIANSATUANHARGAI.TENAGA KERJA1Pekerja1 Org/hariRp29,000.00Rp37,700.00Rp23,400.0036252Tukang batu1 Org/hariRp33,500.00Rp43,550.00Rp35,750.004187.53Tukang kayu1 Org/hariRp33,500.00Rp43,550.00Rp35,750.004187.54Tukang besi1 Org/hariRp33,500.00Rp43,550.00Rp35,750.004187.55Tukang cat2 Org/hariRp33,500.00Rp43,550.00Rp35,750.004187.56Kepala tukang1 Org/hariRp36,500.00Rp47,450.00Rp37,700.004562.57Mandor1 Org/hariRp35,000.00Rp45,500.00Rp35,750.0043758Operator pancang1 Org/meterRp35,000.009Operator crane1 Org/hariRp35,000.00II.BAHAN - BAHAN / MATERIAL / PERALATAN1Semen (40 Kg)ZakRp39,000.00Rp50,700.00Rp46,800.002Semen (50 Kg)ZakRp48,000.00Rp62,400.00Rp53,300.003Semen (40 Kg)kgRp975.004Semen (50 Kg)kgRp960.005Pasir betonm3Rp150,000.00Rp195,000.00Rp106,600.006Pasir pasangm3Rp115,000.00Rp149,500.00Rp91,000.007Pasir urugm3Rp60,000.00Rp78,000.00Rp137,280.008Tanah Urugm3Rp37,245.00Rp48,418.50Rp37,245.009Sirtum3Rp89,180.00Rp115,934.00Rp89,180.0010Batu Kali Belahm3Rp110,000.00Rp143,000.00Rp91,000.0011Batu Kali Bulatm3Rp100,000.00Rp130,000.00Rp151,450.0012Batu Pecah / Split 2/3m3Rp160,000.00Rp208,000.00Rp123,500.0013Besi beton U-24KgRp10,500.00Rp13,650.0014Besi beton ulirKgRp12,000.00Rp15,600.0015Baja Tulangan BetonKgRp8,450.00Rp10,985.00Rp8,450.0016BendratKgRp14,500.00Rp18,850.00Rp9,750.0017PakuKgRp15,400.00Rp20,020.00Rp9,750.0018Papan Terentangm3Rp1,300,000.00Rp1,690,000.00Rp1,300,000.0019Kaso 5/7 untuk begestingm3Rp1,560,000.00Rp2,028,000.00Rp1,560,000.0020Kayu StootbatangRp28,600.00Rp37,180.00Rp28,600.0021Kayu Kruingm3Rp4,400,000.00Rp5,720,000.00Rp4,680,000.0022Kayu Jatim3Rp16,400,000.00Rp21,320,000.00Rp12,776,400.0023Peralatan pengecoran betonbhRp130,000.00Rp169,000.00Rp130,000.0024Peralatan pembesian / SpancerbhRp6,500.00Rp8,450.00Rp6,500.0025Pipa PVCm'Rp35,000.00Rp45,500.00Rp58,500.0026Pipa Galvanis 5 cmm'Rp50,000.00Rp65,000.00Rp136,500.0027Baut dan Mur d=20 mmbhRp10,000.00Rp13,000.00Rp26,000.0028Plat kuncibhRp250,000.00Rp325,000.00Rp260,000.0029KuninganbhRp650,000.00Rp845,000.00Rp650,000.0030Angkur 16 mm, panjang 40 cmbhRp5,000.00Rp6,500.00Rp6,500.0031Plamur TembokKgRp7,500.00Rp9,750.00Rp9,100.0032Cat TembokKgRp10,000.00Rp13,000.00Rp19,500.0033AmplasLmbrRp3,000.00Rp3,900.00Rp3,900.0034NomenklaturbhRp150,000.00Rp195,000.0035Peil schallbhRp300,000.00Rp35,000.0036Papan eksploitasibhRp1,500,000.0037Pintu sorongbhRp1,500,000.0038Pintu angkatbhRp1,500,000.0039Service pintu sorongLsRp1,000,000.0040Geotextilem2Rp65,000.0041Airm3Rp8,500.00Rp84,500.00Rp65,000.0042Minyak bekistingltrRp14,500.0043MenikgRp12,500.0044Cat dasarkgRp12,000.0045Dempul/plamurkgRp10,000.0046Cat penutupkgRp35,000.0047Dolken kayubtgRp23,000.00Rp1,950,000.0048Plywood tebal 9 mmlbrRp81,000.0049Bata merahbhRp300.0050Matras beton 90x90 cm2 tebal = 13 cmnosRp410,000.00

&R&8HARGA SATUAN BAHAN DAN UPAH - &P

ANALISA SNI okeANALISA HARGA SATUAN PEKERJAANPEKERJAAN: DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER: BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI: KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN: 2008ANALISA SNIA.PEKERJAAN TANAH (DT 91-0008 2007)A16.1.1 m3Galian tanah biasa1.05OhPekerja@ Rp.29,000.00= Rp.30,450.000.067OhMandor@ Rp.35,000.00= Rp.2,345.00Jumlah= Rp.32,795.00A26.2.1 m3Galian tanah keras sedalam 1 m1.000OhPekerja@ Rp.29,000.00= Rp.29,000.000.032OhMandor@ Rp.35,000.00= Rp.1,120.00Jumlah= Rp.30,120.00A36.3.1 m3Galian tanah cadas sedalam 1 m1.500OhPekerja@ Rp.29,000.00= Rp.43,500.000.060OhMandor@ Rp.35,000.00= Rp.2,100.00Jumlah= Rp.45,600.00A46.4.1 m3Galian tanah lumpur sedalam 1 m1.200OhPekerja@ Rp.29,000.00= Rp.34,800.000.045OhMandor@ Rp.35,000.00= Rp.1,575.00Jumlah= Rp.36,375.00A56.5.1 m2Pekerjaan Striping Tebing0.05OhPekerja@ Rp.29,000.00= Rp.1,450.000.005OhMandor@ Rp.35,000.00= Rp.175.00Jumlah= Rp.1,625.00A66.6.1 m2Membersihkan lapangan dan perataan0.1OhPekerja@ Rp.29,000.00= Rp.2,900.000.05OhMandor@ Rp.35,000.00= Rp.1,750.00Jumlah= Rp.4,650.00A76.7.1 m3Urugan kembali dipadatkan0.692OhPekerja@ Rp.29,000.00= Rp.20,068.000.069OhMandor@ Rp.35,000.00= Rp.2,415.00Jumlah= Rp.22,483.00A86.8.1 m3Urugan pasir urug1.2m3Pasir urug@ Rp.60,000.00= Rp.72,000.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.81,050.00A96.9.1 m3Urugan tanah urug1.2m3Tanah urug@ Rp.37,245.00= Rp.44,694.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.53,744.00A106.10.1 m3Urugan sirtu1.2m3Sirtu@ Rp.89,180.00= Rp.107,016.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.116,066.00B.PEKERJAAN PONDASI (DT 91-0007 2008)B16.11.1 m3Pasangan batu kali belah 1 Pc : 3 Ps1.2m3Batu kali belah@ Rp.110,000.00= Rp.132,000.00202.000KgP.C.@ Rp.975.00= Rp.196,950.000.485m3Pasir pasang@ Rp.115,000.00= Rp.55,775.001.5OhPekerja@ Rp.29,000.00= Rp.43,500.000.6OhTukang batu@ Rp.33,500.00= Rp.20,100.000.06OhKepala tukang@ Rp.36,500.00= Rp.2,190.000.075OhMandor@ Rp.35,000.00= Rp.2,625.00Jumlah= Rp.453,140.00B26.12.1 m3Pasangan pondasi batu kali 1 Pc : 4 Ps1.2M3Batu belah@ Rp.110,000.00= Rp.132,000.00163.000KgP.C.@ Rp.975.00= Rp.158,925.000.520M3Pasir pasang@ Rp.115,000.00= Rp.59,800.001.5OhPekerja@ Rp.29,000.00= Rp.43,500.000.6OhTukang batu@ Rp.33,500.00= Rp.20,100.000.06OhKepala tukang@ Rp.36,500.00= Rp.2,190.000.075OhMandor@ Rp.35,000.00= Rp.2,625.00Jumlah= Rp.419,140.00B36.13.1 m3Pasangan pondasi batu kali 1 Pc : 4 Ps (batu tersedia 50%)0.600M3Batu belah@ Rp.110,000.00= Rp.66,000.00163.000KgP.C.@ Rp.975.00= Rp.158,925.000.520M3Pasir pasang@ Rp.115,000.00= Rp.59,800.001.500OhPekerja@ Rp.29,000.00= Rp.43,500.000.600OhTukang batu@ Rp.33,500.00= Rp.20,100.000.060OhKepala tukang@ Rp.36,500.00= Rp.2,190.000.075OhMandor@ Rp.35,000.00= Rp.2,625.00Jumlah= Rp.353,140.00B46.13'.1 m3Bongkaran pasangan batu6.667OhPekerja@ Rp.29,000.00= Rp.193,343.000.033OhMandor@ Rp.35,000.00= Rp.1,155.00Jumlah= Rp.194,498.00C.PEKERJAAN DINDING (DT 91-009 2007)C16.14.1 m2Pasangan bata merah tebal 1/2 bata 1 PC : 3 Kp : 10 Ps.70BhBata merah@ Rp.300.00= Rp.21,000.004.5KgP.C.@ Rp.975.00= Rp.4,387.500.05M3Pasir pasang@ Rp.115,000.00= Rp.5,750.000.015M3Kapur pasang@ Rp.115,000.00= Rp.1,725.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.1OhTukang batu@ Rp.33,500.00= Rp.3,350.000.01OhKepala tukang@ Rp.36,500.00= Rp.365.000.015OhMandor@ Rp.35,000.00= Rp.525.00Jumlah= Rp.45,802.50D.PEKERJAAN PLESTERAN (DT 91-0010 2007)D16.15.1 m2Plesteran campuran 1 Pc : 3 Ps tebal 20 mm10.368KgP. C.@ Rp.975.00= Rp.10,108.800.027M3Pasir pasang@ Rp.115,000.00= Rp.3,105.000.26OhPekerja@ Rp.29,000.00= Rp.7,540.000.20OhTukang batu@ Rp.33,500.00= Rp.6,700.000.02OhKepala tukang@ Rp.36,500.00= Rp.730.000.013OhMandor@ Rp.35,000.00= Rp.455.00Jumlah= Rp.28,638.80D26.16.1 m2Plesteran campuran 1 Pc : 2 Ps tebal 15 mm10.224KgP. C.@ Rp.975.00= Rp.9,968.400.020M3Pasir pasang@ Rp.115,000.00= Rp.2,300.000.2OhPekerja@ Rp.29,000.00= Rp.5,800.000.15OhTukang batu@ Rp.33,500.00= Rp.5,025.000.015OhKepala tukang@ Rp.36,500.00= Rp.547.500.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.23,990.90D36.17.1 m'Plesteran skoning 1 Pc : 2 Ps0.5KgP. C.@ Rp.975.00= Rp.487.500.002m3Pasir pasang@ Rp.115,000.00= Rp.230.000.057OhPekerja@ Rp.29,000.00= Rp.1,653.000.38OhTukang batu@ Rp.33,500.00= Rp.12,730.000.038OhKepala tukang@ Rp.36,500.00= Rp.1,387.000.003OhMandor@ Rp.35,000.00= Rp.105.00Jumlah= Rp.16,592.50D66.20.1 m2Siaran adukan 1 PC : 2 Ps6.34KgP. C. (Tiga roda)@ Rp.975.00= Rp.6,181.500.012M3Pasir pasang@ Rp.115,000.00= Rp.1,380.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.14OhTukang batu@ Rp.33,500.00= Rp.4,690.000.014OhKepala tukang@ Rp.36,500.00= Rp.511.000.015OhMandor@ Rp.35,000.00= Rp.525.00Jumlah= Rp.21,987.50E.PEKERJAAN BETON (DT 91-0008 2007)E16.21.1 m3Membuat lantai kerja beton mutu f'c = 7,4 Mpa (K.100)247KgP.C.@ Rp.975.00= Rp.240,825.00869kgPasir beton@ Rp.107.14= Rp.93,107.14999kgBatu pecah 2/3@ Rp.118.52= Rp.118,400.00215ltrAir@ Rp.8.50= Rp.1,827.501.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.275OhTukang batu@ Rp.33,500.00= Rp.9,212.500.028OhKepala tukang@ Rp.36,500.00= Rp.1,022.000.083OhMandor@ Rp.35,000.00= Rp.2,905.00Jumlah= Rp.515,149.14E26.22.1 m3Campuran Beton Mutu K.175326KgP.C.@ Rp.975.00= Rp.317,850.00760kgPasir beton@ Rp.107.14= Rp.81,428.571029kgBatu pecah 2/3@ Rp.118.52= Rp.121,955.56215ltrAir@ Rp.8.50= Rp.1,827.500.0721.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.250OhTukang batu@ Rp.33,500.00= Rp.8,375.000.025OhKepala tukang@ Rp.36,500.00= Rp.912.500.080OhMandor@ Rp.35,000.00= Rp.2,800.00Jumlah= Rp.582,999.13E36.23.1 m3Campuran Beton Mutu K.225371KgP.C.@ Rp.975.00= Rp.361,725.00698kgPasir beton@ Rp.107.14= Rp.74,785.711047kgBatu pecah 2/3@ Rp.118.52= Rp.124,088.89215ltrAir@ Rp.8.50= Rp.1,827.501.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.25OhTukang batu@ Rp.33,500.00= Rp.8,375.000.025OhKepala tukang@ Rp.36,500.00= Rp.912.500.08OhMandor@ Rp.35,000.00= Rp.2,800.00Jumlah= Rp.622,364.601 m3Campuran Beton Mutu K.250384KgP.C.@ Rp.975.00= Rp.374,400.00692kgPasir beton@ Rp.107.14= Rp.74,142.861039kgBatu pecah 2/3@ Rp.118.52= Rp.123,140.74215ltrAir@ Rp.8.50= Rp.1,827.501.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.25OhTukang batu@ Rp.33,500.00= Rp.8,375.000.025OhKepala tukang@ Rp.36,500.00= Rp.912.500.08OhMandor@ Rp.35,000.00= Rp.2,800.00Jumlah= Rp.633,448.60E46.24.1 KgPembesian dengan besi polos atau besi ulir1.05KgBesi beton@ Rp.10,500.00= Rp.11,025.000.00.015KgKawat beton@ Rp.14,500.00= Rp.217.500.00.007OhPekerja@ Rp.29,000.00= Rp.203.000.00.007OhTukang besi@ Rp.33,500.00= Rp.234.500.00.0007OhKepala tukang@ Rp.36,500.00= Rp.25.550.00.0004OhMandor@ Rp.35,000.00= Rp.14.000.0Jumlah= Rp.11,719.550.0E56.25.1 m2Pasang begesting untuk sloof0.045m3Kayu terentang@ Rp.1,300,000.00= Rp.58,500.000.3KgPaku@ Rp.15,400.00= Rp.4,620.000.1LtrMinyak begesting@ Rp.14,500.00= Rp.1,450.000.52OhPekerja@ Rp.29,000.00= Rp.15,080.000.26OhTukang kayu@ Rp.33,500.00= Rp.8,710.000.026OhKepala tukang@ Rp.36,500.00= Rp.949.000.026OhMandor@ Rp.35,000.00= Rp.910.00Jumlah= Rp.90,219.00E66.26.1 m2Pasang begesting untuk lantai0.04m3Kayu terentang@ Rp.1,300,000.00= Rp.52,000.000.4KgPaku@ Rp.15,400.00= Rp.6,160.000.2LtrMinyak begesting@ Rp.14,500.00= Rp.2,900.000.015m3Balok kayu@ Rp.750,000.00= Rp.11,250.000.35LbrPlywood tebal 9 mm@ Rp.81,000.00= Rp.28,350.006BtgDolken kayu@ Rp.23,000.00= Rp.138,000.000.52OhPekerja@ Rp.29,000.00= Rp.15,080.000.26OhTukang kayu@ Rp.33,500.00= Rp.8,710.000.026OhKepala tukang@ Rp.36,500.00= Rp.949.000.026OhMandor@ Rp.35,000.00= Rp.910.00Jumlah= Rp.264,309.00E76.27.1 m2Pasang begesting untuk dinding0.03m3Kayu terentang@ Rp.1,300,000.00= Rp.39,000.000.4KgPaku@ Rp.15,400.00= Rp.6,160.000.2LtrMinyak begesting@ Rp.14,500.00= Rp.2,900.000.02m3Balok kayu@ Rp.750,000.00= Rp.15,000.000.35LbrPlywood tebal 9 mm@ Rp.81,000.00= Rp.28,350.003BtgDolken kayu@ Rp.23,000.00= Rp.69,000.004BhSpacer/alat bantu@ Rp.6,500.00= Rp.26,000.000.66OhPekerja@ Rp.29,000.00= Rp.19,140.000.33OhTukang kayu@ Rp.33,500.00= Rp.11,055.000.033OhKepala tukang@ Rp.36,500.00= Rp.1,204.500.033OhMandor@ Rp.35,000.00= Rp.1,155.00Jumlah= Rp.218,964.50E86.28.1 m2Pasang begesting untuk balok0.04m3Kayu terentang@ Rp.1,300,000.00= Rp.52,000.000.4KgPaku@ Rp.15,400.00= Rp.6,160.000.2LtrMinyak begesting@ Rp.14,500.00= Rp.2,900.000.015m3Balok kayu@ Rp.750,000.00= Rp.11,250.000.35LbrPlywood tebal 9 mm@ Rp.81,000.00= Rp.28,350.002BtgDolken kayu@ Rp.23,000.00= Rp.46,000.000.66OhPekerja@ Rp.29,000.00= Rp.19,140.000.33OhTukang kayu@ Rp.33,500.00= Rp.11,055.000.033OhKepala tukang@ Rp.36,500.00= Rp.1,204.500.006OhMandor@ Rp.35,000.00= Rp.210.00Jumlah= Rp.178,269.50E9Ls1 m3Balok Sloof 25/40 Beton bertulang K.250 Precast1m3Beton K.225@ Rp.633,448.60= Rp.633,448.6075KgPembesian@ Rp.11,719.55= Rp.878,966.258m2begesting sloof@ Rp.90,219.00= Rp.721,752.00JumlahRp.2,234,166.85E10Ls1 m3Lining Beton bertulang K.250 Precast1m3Beton K.225@ Rp.633,448.60= Rp.633,448.6075KgPembesian@ Rp.11,719.55= Rp.878,966.256.5m2begesting sloof@ Rp.90,219.00= Rp.586,423.50JumlahRp.2,098,838.35E146.29.1 m3Bongkaran beton bertulang6.667OhPekerja@ Rp.29,000.00= Rp.193,343.000.333OhMandor@ Rp.35,000.00= Rp.11,655.00Jumlah= Rp.204,998.00E156.30.1 m2Pengasaran beton lama0.133OhPekerja@ Rp.29,000.00= Rp.3,857.000.007OhMandor@ Rp.35,000.00= Rp.245.00Jumlah= Rp.4,102.00E166.23+6.24+6.251 m'Tiang pancang beton bertulang ukuran 12x12x12 cm0.0072m3Beton K.250@ Rp.633,448.60= Rp.4,560.833.375kgPembesian@ Rp.11,719.55= Rp.39,553.480.240m2Begesting@ Rp.90,219.00= Rp.21,652.56Jumlah= Rp.65,766.87E176.23+6.24+6.251 bhTiang Pancang Beton Bertulang Dipancang sedalam 3 m3.000mTiang pancang@ Rp.65,766.87= Rp.197,300.613.000mBiaya pemancangan@ Rp.10,000.00= Rp.30,000.00Jumlah= Rp.227,300.61F.PEKERJAAN PENGECATANF16.31.1 m2Mengecat Kayu0.2KgCat meni@ Rp.12,500.00= Rp.2,500.000.15KgPlamir kayu@ Rp.10,000.00= Rp.1,500.000.17KgCat dasar@ Rp.12,000.00= Rp.2,040.000.26KgCat penutup 2x@ Rp.35,000.00= Rp.9,100.000.07HrPekerja@ Rp.29,000.00= Rp.2,030.000.09HrTukang Cat@ Rp.33,500.00= Rp.3,015.000.006HrKepala tukang@ Rp.36,500.00= Rp.219.000.0025HrMandor@ Rp.35,000.00= Rp.87.50Jumlah= Rp.20,491.50F26.32.1 m2Mengecat Besi0.2KgCat meni@ Rp.12,500.00= Rp.2,500.000.17KgCat dasar@ Rp.12,000.00= Rp.2,040.000.35KgCat penutup 3x@ Rp.35,000.00= Rp.12,250.000.07HrPekerja@ Rp.29,000.00= Rp.2,030.000.105HrTukang Cat@ Rp.33,500.00= Rp.3,517.500.004HrKepala tukang@ Rp.36,500.00= Rp.146.000.0025HrMandor@ Rp.35,000.00= Rp.87.50Jumlah= Rp.22,571.00F36.33.1 m2Mengecat Tembok0.1KgPlamir Tembok@ Rp.10,000.00= Rp.1,000.000.1KgCat dasar@ Rp.12,000.00= Rp.1,200.000.26KgCat penutup 2x@ Rp.35,000.00= Rp.9,100.000.02HrPekerja@ Rp.29,000.00= Rp.580.000.042HrTukang Cat@ Rp.33,500.00= Rp.1,407.000.0042HrKepala tukang@ Rp.36,500.00= Rp.153.300.0025HrMandor@ Rp.35,000.00= Rp.87.50Jumlah= Rp.13,527.80G.PEKERJAAN LAIN-LAINPekerjaan tiang pancang beton ukuran 12x12x12 cmG1Ls1 m'Tiang pancang beton ukuran 12x12x12 cm0.0072m3Beton K-225@ Rp.622,364.60= Rp.4,481.03Jumlah= Rp.4,481.03G2LskgBesi per meter panjang tiang pancang3.375kgPembesian@ Rp.11,719.55= Rp.39,553.48Jumlah= Rp.39,553.48G3Ls1 m2Begesting per meter panjang tiang pancang0.240m2Begesting@ Rp.90,219.00= Rp.21,652.56Jumlah= Rp.21,652.56G4Ls1 bh1 bh Tiang Pancang Dipancang Dalam Tanah sedalam 3 m3.000m' Tiang Pancang Dipancang Dalam Tanah =3.000x@ Rp.4,481.03= Rp.13,443.083.000x@ Rp.39,553.48= Rp.118,660.443.000x@ Rp.21,652.56= Rp.64,957.683.000Biaya pemancangan sedalam 3 m =3.000x@ Rp.10,000.00= Rp.30,000.00Jumlah= Rp.227,061.20G.PEKERJAAN LAIN-LAING1-Upah Sebuah Tiang Pancang Dicincin dan Dilancipkan0.250Tukang Kayu@ Rp.33,500.00= Rp.8,375.000.025Kepala tukang@ Rp.36,500.00= Rp.912.500.010Pekerja@ Rp.29,000.00= Rp.290.000.005Mandor@ Rp.35,000.00= Rp.175.00Jumlah= Rp.9,752.50G2-1 m' Tiang Pancang Dipancang Dalam Tanah0.060Tukang@ Rp.33,500.00= Rp.2,010.000.006Kepala tukang@ Rp.36,500.00= Rp.219.002.700Pekerja@ Rp.29,000.00= Rp.78,300.000.068Mandor@ Rp.35,000.00= Rp.2,362.500.018beton bertulang K-225@ Rp.622,364.60= Rp.10,992.51Jumlah= Rp.93,884.01G3-1 bh Tiang Pancang Dolken Dipancang Dalam Tanah sedalam 3 m3.000m' Tiang Pancang Dolken Dipancang Dalam Tanah =3.000x@ Rp.93,884.01= Rp.281,652.041.000Upah Sebuah Tiang Pancang Dicincin dan Dilancipkan =1.000x@ Rp.9,752.50= Rp.9,752.50Jumlah= Rp.291,404.54

&R&8ANALISA HARGA SATUAN PEKERJAAN - &P

ANALISA SNI oke (2)ANALISA HARGA SATUAN PEKERJAANPEKERJAAN: DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER: BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI: KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN: 2008ANALISA SNIA.PEKERJAAN TANAH (DT 91-0008 2007)A16.1.1 m3Galian tanah biasa1.05OhPekerja@ Rp.29,000.00= Rp.30,450.000.067OhMandor@ Rp.35,000.00= Rp.2,345.00Jumlah= Rp.32,795.00A26.2.1 m3Galian tanah keras sedalam 1 m1.000OhPekerja@ Rp.29,000.00= Rp.29,000.000.032OhMandor@ Rp.35,000.00= Rp.1,120.00Jumlah= Rp.30,120.00A36.3.1 m3Galian tanah cadas sedalam 1 m1.500OhPekerja@ Rp.29,000.00= Rp.43,500.000.060OhMandor@ Rp.35,000.00= Rp.2,100.00Jumlah= Rp.45,600.00A46.4.1 m3Galian tanah lumpur sedalam 1 m1.200OhPekerja@ Rp.29,000.00= Rp.34,800.000.045OhMandor@ Rp.35,000.00= Rp.1,575.00Jumlah= Rp.36,375.00A56.5.1 m2Pekerjaan Striping Tebing0.05OhPekerja@ Rp.29,000.00= Rp.1,450.000.005OhMandor@ Rp.35,000.00= Rp.175.00Jumlah= Rp.1,625.00A66.6.1 m2Membersihkan lapangan dan perataan0.1OhPekerja@ Rp.29,000.00= Rp.2,900.000.05OhMandor@ Rp.35,000.00= Rp.1,750.00Jumlah= Rp.4,650.00A76.7.1 m3Urugan kembali dipadatkan0.692OhPekerja@ Rp.29,000.00= Rp.20,068.000.069OhMandor@ Rp.35,000.00= Rp.2,415.00Jumlah= Rp.22,483.00A86.8.1 m3Urugan pasir urug1.2m3Pasir urug@ Rp.60,000.00= Rp.72,000.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.81,050.00A96.9.1 m3Urugan tanah urug1.2m3Tanah urug@ Rp.37,245.00= Rp.44,694.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.53,744.00A106.10.1 m3Urugan sirtu1.2m3Sirtu@ Rp.89,180.00= Rp.107,016.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.116,066.00B.PEKERJAAN PONDASI (DT 91-0007 2008)B16.11.1 m3Pasangan batu kali belah 1 Pc : 3 Ps1.2m3Batu kali belah@ Rp.110,000.00= Rp.132,000.00202.000KgP.C.@ Rp.975.00= Rp.196,950.000.485m3Pasir pasang@ Rp.115,000.00= Rp.55,775.001.5OhPekerja@ Rp.29,000.00= Rp.43,500.000.6OhTukang batu@ Rp.33,500.00= Rp.20,100.000.06OhKepala tukang@ Rp.36,500.00= Rp.2,190.000.075OhMandor@ Rp.35,000.00= Rp.2,625.00Jumlah= Rp.453,140.00B26.12.1 m3Pasangan pondasi batu kali 1 Pc : 4 Ps1.2M3Batu belah@ Rp.110,000.00= Rp.132,000.00163.000KgP.C.@ Rp.975.00= Rp.158,925.000.520M3Pasir pasang@ Rp.115,000.00= Rp.59,800.001.5OhPekerja@ Rp.29,000.00= Rp.43,500.000.6OhTukang batu@ Rp.33,500.00= Rp.20,100.000.06OhKepala tukang@ Rp.36,500.00= Rp.2,190.000.075OhMandor@ Rp.35,000.00= Rp.2,625.00Jumlah= Rp.419,140.00B36.13.1 m3Pasangan pondasi batu kali 1 Pc : 4 Ps (batu tersedia 50%)0.600M3Batu belah@ Rp.110,000.00= Rp.66,000.00163.000KgP.C.@ Rp.975.00= Rp.158,925.000.520M3Pasir pasang@ Rp.115,000.00= Rp.59,800.001.500OhPekerja@ Rp.29,000.00= Rp.43,500.000.600OhTukang batu@ Rp.33,500.00= Rp.20,100.000.060OhKepala tukang@ Rp.36,500.00= Rp.2,190.000.075OhMandor@ Rp.35,000.00= Rp.2,625.00Jumlah= Rp.353,140.00B46.13'.1 m3Bongkaran pasangan batu6.667OhPekerja@ Rp.29,000.00= Rp.193,343.000.033OhMandor@ Rp.35,000.00= Rp.1,155.00Jumlah= Rp.194,498.00C.PEKERJAAN DINDING (DT 91-009 2007)C16.14.1 m2Pasangan bata merah tebal 1/2 bata 1 PC : 3 Kp : 10 Ps.70BhBata merah@ Rp.300.00= Rp.21,000.004.5KgP.C.@ Rp.975.00= Rp.4,387.500.05M3Pasir pasang@ Rp.115,000.00= Rp.5,750.000.015M3Kapur pasang@ Rp.115,000.00= Rp.1,725.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.1OhTukang batu@ Rp.33,500.00= Rp.3,350.000.01OhKepala tukang@ Rp.36,500.00= Rp.365.000.015OhMandor@ Rp.35,000.00= Rp.525.00Jumlah= Rp.45,802.50D.PEKERJAAN PLESTERAN (DT 91-0010 2007)D16.15.1 m2Plesteran campuran 1 Pc : 3 Ps tebal 20 mm10.368KgP. C.@ Rp.975.00= Rp.10,108.800.027M3Pasir pasang@ Rp.115,000.00= Rp.3,105.000.26OhPekerja@ Rp.29,000.00= Rp.7,540.000.20OhTukang batu@ Rp.33,500.00= Rp.6,700.000.02OhKepala tukang@ Rp.36,500.00= Rp.730.000.013OhMandor@ Rp.35,000.00= Rp.455.00Jumlah= Rp.28,638.80D26.16.1 m2Plesteran campuran 1 Pc : 2 Ps tebal 15 mm10.224KgP. C.@ Rp.975.00= Rp.9,968.400.020M3Pasir pasang@ Rp.115,000.00= Rp.2,300.000.2OhPekerja@ Rp.29,000.00= Rp.5,800.000.15OhTukang batu@ Rp.33,500.00= Rp.5,025.000.015OhKepala tukang@ Rp.36,500.00= Rp.547.500.01OhMandor@ Rp.35,000.00= Rp.350.00Jumlah= Rp.23,990.90D36.17.1 m'Plesteran skoning 1 Pc : 2 Ps0.5KgP. C.@ Rp.975.00= Rp.487.500.002m3Pasir pasang@ Rp.115,000.00= Rp.230.000.057OhPekerja@ Rp.29,000.00= Rp.1,653.000.38OhTukang batu@ Rp.33,500.00= Rp.12,730.000.038OhKepala tukang@ Rp.36,500.00= Rp.1,387.000.003OhMandor@ Rp.35,000.00= Rp.105.00Jumlah= Rp.16,592.50D66.20.1 m2Siaran adukan 1 PC : 2 Ps6.34KgP. C. (Tiga roda)@ Rp.975.00= Rp.6,181.500.012M3Pasir pasang@ Rp.115,000.00= Rp.1,380.000.3OhPekerja@ Rp.29,000.00= Rp.8,700.000.14OhTukang batu@ Rp.33,500.00= Rp.4,690.000.014OhKepala tukang@ Rp.36,500.00= Rp.511.000.015OhMandor@ Rp.35,000.00= Rp.525.00Jumlah= Rp.21,987.50E.PEKERJAAN BETON (DT 91-0008 2007)E16.21.1 m3Membuat lantai kerja beton mutu f'c = 7,4 Mpa (K.100)247KgP.C.@ Rp.975.00= Rp.240,825.00869kgPasir beton@ Rp.107.14= Rp.93,107.14999kgBatu pecah 2/3@ Rp.118.52= Rp.118,400.00215ltrAir@ Rp.8.50= Rp.1,827.501.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.275OhTukang batu@ Rp.33,500.00= Rp.9,212.500.028OhKepala tukang@ Rp.36,500.00= Rp.1,022.000.083OhMandor@ Rp.35,000.00= Rp.2,905.00Jumlah= Rp.515,149.14E26.22.1 m3Campuran Beton Mutu K.175326KgP.C.@ Rp.975.00= Rp.317,850.00760kgPasir beton@ Rp.107.14= Rp.81,428.571029kgBatu pecah 2/3@ Rp.118.52= Rp.121,955.56215ltrAir@ Rp.8.50= Rp.1,827.500.0721.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.250OhTukang batu@ Rp.33,500.00= Rp.8,375.000.025OhKepala tukang@ Rp.36,500.00= Rp.912.500.080OhMandor@ Rp.35,000.00= Rp.2,800.00Jumlah= Rp.582,999.13E36.23.1 m3Campuran Beton Mutu K.225371KgP.C.@ Rp.975.00= Rp.361,725.00698kgPasir beton@ Rp.107.14= Rp.74,785.711047kgBatu pecah 2/3@ Rp.118.52= Rp.124,088.89215ltrAir@ Rp.8.50= Rp.1,827.501.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.25OhTukang batu@ Rp.33,500.00= Rp.8,375.000.025OhKepala tukang@ Rp.36,500.00= Rp.912.500.08OhMandor@ Rp.35,000.00= Rp.2,800.00Jumlah= Rp.622,364.6015,932,533.841 m3Campuran Beton Mutu K.250384KgP.C.@ Rp.975.00= Rp.374,400.00692kgPasir beton@ Rp.107.14= Rp.74,142.861039kgBatu pecah 2/3@ Rp.118.52= Rp.123,140.74215ltrAir@ Rp.8.50= Rp.1,827.501.65OhPekerja@ Rp.29,000.00= Rp.47,850.000.25OhTukang batu@ Rp.33,500.00= Rp.8,375.000.025OhKepala tukang@ Rp.36,500.00= Rp.912.500.08OhMandor@ Rp.35,000.00= Rp.2,800.00Jumlah= Rp.633,448.60E46.24.1 KgPembesian dengan besi polos atau besi ulir1.05KgBesi beton@ Rp.10,500.00= Rp.11,025.000.00.015KgKawat beton@ Rp.14,500.00= Rp.217.500.00.007OhPekerja@ Rp.29,000.00= Rp.203.000.00.007OhTukang besi@ Rp.33,500.00= Rp.234.500.00.0007OhKepala tukang@ Rp.36,500.00= Rp.25.550.00.0004OhMandor@ Rp.35,000.00= Rp.14.000.0Jumlah= Rp.11,719.550.0E56.25.1 m2Pasang begesting untuk sloof0.045m3Kayu terentang@ Rp.1,300,000.00= Rp.58,500.000.3KgPaku@ Rp.15,400.00= Rp.4,620.000.1LtrMinyak begesting@ Rp.14,500.00= Rp.1,450.000.52OhPekerja@ Rp.29,000.00= Rp.15,080.000.26OhTukang kayu@ Rp.33,500.00= Rp.8,710.000.026OhKepala tukang@ Rp.36,500.00= Rp.949.000.026OhMandor@ Rp.35,000.00= Rp.910.00Jumlah= Rp.90,219.00E66.26.1 m2Pasang begesting untuk lantai0.04m3Kayu terentang@ Rp.1,300,000.00= Rp.52,000.000.4KgPaku@ Rp.15,400.00= Rp.6,160.000.2LtrMinyak begesting@ Rp.14,500.00= Rp.2,900.000.015m3Balok kayu@ Rp.750,000.00= Rp.11,250.000.35LbrPlywood tebal 9 mm@ Rp.81,000.00= Rp.28,350.006BtgDolken kayu@ Rp.23,000.00= Rp.138,000.000.52OhPekerja@ Rp.29,000.00= Rp.15,080.000.26OhTukang kayu@ Rp.33,500.00= Rp.8,710.000.026OhKepala tukang@ Rp.36,500.00= Rp.949.000.026OhMandor@ Rp.35,000.00= Rp.910.00Jumlah= Rp.264,309.00E76.27.1 m2Pasang begesting untuk dinding0.03m3Kayu terentang@ Rp.1,300,000.00= Rp.39,000.000.4KgPaku@ Rp.15,400.00= Rp.6,160.000.2LtrMinyak begesting@ Rp.14,500.00= Rp.2,900.000.02m3Balok kayu@ Rp.750,000.00= Rp.15,000.000.35LbrPlywood tebal 9 mm@ Rp.81,000.00= Rp.28,350.003BtgDolken kayu@ Rp.23,000.00= Rp.69,000.004BhSpacer/alat bantu@ Rp.6,500.00= Rp.26,000.000.66OhPekerja@ Rp.29,000.00= Rp.19,140.000.33OhTukang kayu@ Rp.33,500.00= Rp.11,055.000.033OhKepala tukang@ Rp.36,500.00= Rp.1,204.500.033OhMandor@ Rp.35,000.00= Rp.1,155.00Jumlah= Rp.218,964.50E86.28.1 m2Pasang begesting untuk balok0.04m3Kayu terentang@ Rp.1,300,000.00= Rp.52,000.000.4KgPaku@ Rp.15,400.00= Rp.6,160.000.2LtrMinyak begesting@ Rp.14,500.00= Rp.2,900.000.015m3Balok kayu@ Rp.750,000.00= Rp.11,250.000.35LbrPlywood tebal 9 mm@ Rp.81,000.00= Rp.28,350.002BtgDolken kayu@ Rp.23,000.00= Rp.46,000.000.66OhPekerja@ Rp.29,000.00= Rp.19,140.000.33OhTukang kayu@ Rp.33,500.00= Rp.11,055.000.033OhKepala tukang@ Rp.36,500.00= Rp.1,204.500.006OhMandor@ Rp.35,000.00= Rp.210.00Jumlah= Rp.178,269.50E9Ls1 bhPengadaaan dan pemasangan lining beton Precast K-250uk : (100x0.90+0.30) t = 8BahanPengadaaan lining beton Precast K-250 uk : (100x0.90x0.40) t = 121.00bh@ Rp.499,713.09= Rp.499,713.09Tenaga1.00jamPekerja@ Rp.3,625.00= Rp.3,625.001.00jamMandor@ Rp.4,375.00= Rp.4,375.00Alat0.069Truck crane@ Rp.26,541.00= Rp.1,831.33= Rp.509,544.42E10Ls1 bhPengadaaan dan pemasangan lining beton Precast K-250uk : (100x1.25+0.40) t = 8BahanPengadaaan lining beton Precast K-250 uk : (100x1.25x0.40) t = 121.00bh@ Rp.712,000.00= Rp.712,000.00Tenaga1.00jamPekerja@ Rp.3,625.00= Rp.3,625.001.00jamMandor@ Rp.4,375.00= Rp.4,375.00Alat0.069Truck crane@ Rp.26,541.00= Rp.1,831.33= Rp.721,831.33E11Ls1 bhPengadaaan dan pemasangan lining beton Precast K-250uk : (100x1.10+0.40) t = 8BahanPengadaaan lining beton Precast K-250 uk : (100x1.10x0.40) t = 121.00bh@ Rp.675,000.00= Rp.675,000.000.8181818182Tenaga1.00jamPekerja@ Rp.3,625.00= Rp.3,625.001.00jamMandor@ Rp.4,375.00= Rp.4,375.00Alat0.069Truck crane@ Rp.26,541.00= Rp.1,831.33= Rp.684,831.33E12Ls1 bhPengadaaan dan pemasangan lining beton Precast K-250uk : (100x1.60+0.40) t = 8BahanPengadaaan lining beton Precast K-250 uk : (100x1.6x0.40) t = 121.00bh@ Rp.799,000.00= Rp.799,000.00Tenaga1.00jamPekerja@ Rp.3,625.00= Rp.3,625.001.00jamMandor@ Rp.4,375.00= Rp.4,375.00Alat0.069Truck crane@ Rp.26,541.00= Rp.1,831.33= Rp.808,831.33E13Ls1 bhPengadaaan dan pemasangan lining beton Precast K-250uk : (100x3.00+0.40) t = 12BahanPengadaaan lining beton Precast K-250 uk : (100x3.00x0.40) t = 121.00bh@ Rp.1,461,000.00= Rp.1,461,000.00Tenaga1.00jamPekerja@ Rp.3,625.00= Rp.3,625.001.00jamMandor@ Rp.4,375.00= Rp.4,375.00Alat0.069Truck crane@ Rp.26,541.00= Rp.1,831.33= Rp.1,470,831.33E14Ls1 bhPengadaaan dan pemasangan balok beton Precast K-250uk : 250x400x2500 mmBahanPengadaaan lining beton Precast K-250 uk : (100x3.00x0.40) t = 121.00bh@ Rp.894,000.00= Rp.894,000.00Tenaga1.00jamPekerja@ Rp.3,625.00= Rp.3,625.001.00jamMandor@ Rp.4,375.00= Rp.4,375.00Alat0.069Truck crane@ Rp.26,541.00= Rp.1,831.33= Rp.903,831.33E156.29.1 m3Bongkaran beton bertulang6.667OhPekerja@ Rp.29,000.00= Rp.193,343.000.333OhMandor@ Rp.35,000.00= Rp.11,655.00Jumlah= Rp.204,998.00E166.30.1 m2Pengasaran beton lama0.133OhPekerja@ Rp.29,000.00= Rp.3,857.000.007OhMandor@ Rp.35,000.00= Rp.245.00Jumlah= Rp.4,102.00E176.23+6.24+6.251 m'Tiang pancang beton bertulang ukuran 12x12x12 cm0.0072m3Beton K.250@ Rp.633,448.60= Rp.4,560.833.375kgPembesian@ Rp.11,719.55= Rp.39,553.480.240m2Begesting@ Rp.90,219.00= Rp.21,652.56Jumlah= Rp.65,766.87E186.23+6.24+6.251 bhTiang Pancang Beton Bertulang Dipancang sedalam 3 m3.000mTiang pancang@ Rp.65,766.87= Rp.197,300.613.000mBiaya pemancangan@ Rp.10,000.00= Rp.30,000.00Jumlah= Rp.227,300.61F.PEKERJAAN PENGECATANF16.31.1 m2Mengecat Kayu0.2KgCat meni@ Rp.12,500.00= Rp.2,500.000.15KgPlamir kayu@ Rp.10,000.00= Rp.1,500.000.17KgCat dasar@ Rp.12,000.00= Rp.2,040.000.26KgCat penutup 2x@ Rp.35,000.00= Rp.9,100.000.07HrPekerja@ Rp.29,000.00= Rp.2,030.000.09HrTukang Cat@ Rp.33,500.00= Rp.3,015.000.006HrKepala tukang@ Rp.36,500.00= Rp.219.000.0025HrMandor@ Rp.35,000.00= Rp.87.50Jumlah= Rp.20,491.50F26.32.1 m2Mengecat Besi0.2KgCat meni@ Rp.12,500.00= Rp.2,500.000.17KgCat dasar@ Rp.12,000.00= Rp.2,040.000.35KgCat penutup 3x@ Rp.35,000.00= Rp.12,250.000.07HrPekerja@ Rp.29,000.00= Rp.2,030.000.105HrTukang Cat@ Rp.33,500.00= Rp.3,517.500.004HrKepala tukang@ Rp.36,500.00= Rp.146.000.0025HrMandor@ Rp.35,000.00= Rp.87.50Jumlah= Rp.22,571.00F36.33.1 m2Mengecat Tembok0.1KgPlamir Tembok@ Rp.10,000.00= Rp.1,000.000.1KgCat dasar@ Rp.12,000.00= Rp.1,200.000.26KgCat penutup 2x@ Rp.35,000.00= Rp.9,100.000.02HrPekerja@ Rp.29,000.00= Rp.580.000.042HrTukang Cat@ Rp.33,500.00= Rp.1,407.000.0042HrKepala tukang@ Rp.36,500.00= Rp.153.300.0025HrMandor@ Rp.35,000.00= Rp.87.50Jumlah= Rp.13,527.80G.PEKERJAAN LAIN-LAINPekerjaan tiang pancang beton ukuran 12x12x12 cmG1Ls1 m'Tiang pancang beton ukuran 12x12x12 cm0.0072m3Beton K-225@ Rp.622,364.60= Rp.4,481.03Jumlah= Rp.4,481.03G2LskgBesi per meter panjang tiang pancang3.375kgPembesian@ Rp.11,719.55= Rp.39,553.48Jumlah= Rp.39,553.48G3Ls1 m2Begesting per meter panjang tiang pancang0.240m2Begesting@ Rp.90,219.00= Rp.21,652.56Jumlah= Rp.21,652.56G4Ls1 bh1 bh Tiang Pancang Dipancang Dalam Tanah sedalam 3 m3.000m' Tiang Pancang Dipancang Dalam Tanah =3.000x@ Rp.4,481.03= Rp.13,443.083.000x@ Rp.39,553.48= Rp.118,660.443.000x@ Rp.21,652.56= Rp.64,957.683.000Biaya pemancangan sedalam 3 m =3.000x@ Rp.10,000.00= Rp.30,000.00Jumlah= Rp.227,061.20G.PEKERJAAN LAIN-LAING1-Upah Sebuah Tiang Pancang Dicincin dan Dilancipkan0.250Tukang Kayu@ Rp.33,500.00= Rp.8,375.000.025Kepala tukang@ Rp.36,500.00= Rp.912.500.010Pekerja@ Rp.29,000.00= Rp.290.000.005Mandor@ Rp.35,000.00= Rp.175.00Jumlah= Rp.9,752.50G2-1 m' Tiang Pancang Dipancang Dalam Tanah0.060Tukang@ Rp.33,500.00= Rp.2,010.000.006Kepala tukang@ Rp.36,500.00= Rp.219.002.700Pekerja@ Rp.29,000.00= Rp.78,300.000.068Mandor@ Rp.35,000.00= Rp.2,362.500.018beton bertulang K-225@ Rp.622,364.60= Rp.10,992.51Jumlah= Rp.93,884.01G3-1 bh Tiang Pancang Dolken Dipancang Dalam Tanah sedalam 3 m3.000m' Tiang Pancang Dolken Dipancang Dalam Tanah =3.000x@ Rp.93,884.01= Rp.281,652.041.000Upah Sebuah Tiang Pancang Dicincin dan Dilancipkan =1.000x@ Rp.9,752.50= Rp.9,752.50Jumlah= Rp.291,404.54

&R&8ANALISA HARGA SATUAN PEKERJAAN - &P

RAB SAL SEDADI (2)RENCANA ANGGARAN BIAYAPEKERJAAN: DESAIN RINCI REHABILITASI DI. SEDADI (16.055 Ha)SATKER: BALAI BESAR WILAYAH SUNGAI PEMALI - JUANALOKASI: KABUPATEN GROBOGAN DAN DEMAKTAHUN ANGGARAN: 2008SALURAN: INDUK SEDADIPEKERJAAN: SALURANNOURAIAN PEKERJAANVOLUMESATUANANALISAHARGAHARGAJUMLAHSATUANHARGASALURAN INDUK SEDADINORMALISASI SALURAN1HM 00+00 - 46+83 (Normalisasi Saluran)1Galian sedimen dengan alat berat34,702.50m36.1.11,886.00412,473,915.00412,473,915.00SUB TOTAL I412,473,915.00PEKERJAN SALURAN2HM 0+00 - 1+11 (111 M) = Pekerjaan Lantai1Galian tanah biasa412.10m36.1.32,795.0013,514,655.532Bongkaran beton bertulang23.40m36.29.204,998.004,796,953.203Balok beton bertulang 25/40 Precast K.250114.00bhLs0.000.004Cor beton mutu K-2258.39m36.23.622,364.605,221,639.025Begesting67.04bh6.25.90,219.006,048,281.766Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)412.10m36.13.353,140.00145,527,228.307Angkur dia 12 mm, L = 40 cm840.00bhLs5,000.004,200,000.008Tiang pancang beton 12 - 30047.00bh6.23+6.24+6.25227,300.6110,683,128.830.003HM 1+11 - 43+33 (4222 M) = Pekerjaan Lantai1Galian tanah biasa15,674.19m36.1.32,795.00514,035,061.052Bongkaran beton bertulang886.70m36.29.204,998.00181,771,726.603Bongkaran pasangan batu10,770.00m36.13'.194,498.002,094,743,460.004Bongkar pasang sayap1,905.00m36.29.204,998.00390,521,190.005Plesteran 1 : 31,110.00m26.15.16,592.5018,417,675.006Balok beton bertulang 25/40 Precast K.2504,224.00bhLs0.000.007Cor beton mutu K-225767.18m36.23.622,364.60477,465,676.268Begesting6,137.44bh6.25.90,219.00553,713,699.369Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)15,674.19m36.13.353,140.005,535,183,456.6010Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)200.85m36.13.353,140.0070,928,169.0011Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)333.00m36.13.353,140.00117,595,620.0012Angkur dia 12 mm, L = 40 cm47,276.00bhLs5,000.00236,380,000.0013Tiang pancang beton 12 - 3003,637.00bh6.23+6.24+6.25227,300.61826,692,331.170.002HM 08+60 - 13+00 (440 m) = Bongkar Pasang Sloof dan Balok Sekat1Galian tanah biasa1,633.50m36.1.32,795.0053,570,632.502Bongkaran beton bertulang92.50m36.29.204,998.0018,962,315.003Bongkaran pasangan batu132.00m36.13'.194,498.0025,673,736.004Balok beton bertulang 25/40 Precast K.250444.00bhLs0.000.005Cor beton mutu K-22532.80m36.23.622,364.6020,413,558.986Begesting262.40m26.25.90,219.0023,673,465.607Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)1,633.50m36.13.353,140.00576,854,190.008Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)132.00m36.13.353,140.0046,614,480.009Angkur dia 12 mm, L = 40 cm5,328.00bhLs5,000.0026,640,000.0010Tiang pancang beton 12 - 300354.00bh6.23+6.24+6.25227,300.6180,464,417.170.003HM 13+00 - 13+70 (70 M) = Bongkar Pasang Lining Kanan1Galian tanah biasa260.40m36.1.32,795.008,539,818.002Bongkaran beton bertulang7.28m36.29.204,998.001,492,385.443Bongkaran pasangan batu120.75m36.13'.194,498.0023,485,633.504Lining beton bertulang 25/40 Precast K.25070.00bhLs721,831.3350,528,193.035Cor beton mutu K-22529.75m36.23.622,364.6018,515,346.946Pembesian1,416.62m26.24.11,719.5516,602,148.927Begesting328.00bh6.25.90,219.0029,591,832.008Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)253.89m36.13.353,140.0089,658,714.609Angkur dia 12 mm, L = 40 cm210.00bhLs5,000.001,050,000.0010Tiang pancang beton 12 - 30029.00bh6.23+6.24+6.25227,300.616,591,717.79246,055,790.234HM 13+30 - 14+00 (70 M) = Bongkar Pasang Lining Kiri1Galian tanah biasa260.40m36.1.32,795.008,539,818.002Bongkaran beton bertulang7.28m36.29.204,998.001,492,385.443Bongkaran pasangan batu120.75m36.13'.194,498.0023,485,633.504Lining beton bertulang 25/40 Precast K.25070.00bhLs721,831.3350,528,193.035Cor beton mutu K-22529.75m36.23.622,364.6018,515,346.946Pembesian1,858.88m26.24.11,719.5521,785,237.107Begesting238.00bh6.25.90,219.0021,472,122.008Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)253.89m36.13.353,140.0089,658,714.609Angkur dia 12 mm, L = 40 cm210.00bhLs5,000.001,050,000.0010Tiang pancang beton 12 - 30029.00bh6.23+6.24+6.25227,300.616,591,717.79243,119,168.415HM 16+50 - 18+50 (200 M)1Galian tanah biasa742.50m36.1.32,795.0024,350,287.50742.50556.8752Bongkaran beton bertulang42.10m36.29.204,998.008,630,415.8042.1031.5753Bongkaran pasangan batu60.00m36.13'.194,498.0011,669,880.0060.00454Balok beton bertulang 25/40 Precast K.250144.00bhLs0.000.00144.001085Cor beton mutu K-22515.04m36.23.622,364.609,360,363.6315.0411.286Begesting120.32bh6.25.90,219.0010,855,150.08120.3290.247Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)724.47m36.13.353,140.00255,839,335.80724.47543.35258Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)60.00m36.13.353,140.0021,188,400.0060.00459Angkur dia 12 mm, L = 40 cm4,440.00bhLs5,000.0022,200,000.004,440.00333010Tiang pancang beton 12 - 300162.00bh6.23+6.24+6.25227,300.6136,822,699.38162.00121.50.006HM 19+10 - 20+00 (90 M) = Bongkar Pasang Lining Kiri1Galian tanah biasa334.80m36.1.32,795.0010,979,766.002Bongkaran beton bertulang9.42m36.29.204,998.001,931,081.163Bongkaran pasangan batu155.25m36.13'.194,498.0030,195,814.504Lining beton bertulang 25/40 Precast K.25058.50bhLs721,831.3342,227,132.755Cor beton mutu K-2258.01m36.23.622,364.604,985,140.476Pembesian460.03m26.24.11,719.555,391,344.597Begesting64.08bh6.25.90,219.005,781,233.528Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)326.43m36.13.353,140.00115,275,490.209Angkur dia 12 mm, P=40 cm270.00bhLs5,000.001,350,000.0010Tiang pancang beton 12 - 30037.00bh6.23+6.24+6.25227,300.618,410,122.70226,527,125.880.00170,055,334.767HM 20+90 - 22+05 (115 M) = Bongkar Pasang Lining Kiri18,000,000.001Galian tanah biasa427.80m36.1.32,795.0014,029,701.000.002Bongkaran beton bertulang12.02m36.29.204,998.002,464,075.960.003Bongkaran pasangan batu427.80m36.13'.194,498.0083,206,244.400.004Lining beton bertulang 25/40 Precast K.25074.37bhLs721,831.3353,682,595.945Cor beton mutu K-22510.09kg6.23.622,364.606,279,658.856Pembesian587.78m26.24.11,719.556,888,517.107Begesting80.64bh6.25.90,219.007,275,260.168Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)417.57m36.13.353,140.00147,460,669.809Angkur dia 12 mm, P=40 cm330.00bhLs5,000.001,650,000.0010Tiang pancang beton 12 - 30047.00bh6.23+6.24+6.25227,300.6110,683,128.83333,619,852.040.00170,055,334.768HM 22+90 - 24+30 (140 M) = Bongkar Pasang Lining Kiri1Galian tanah biasa520.80m36.1.32,795.0017,079,636.002Bongkaran beton bertulang14.66m36.29.204,998.003,005,270.680.003Bongkaran pasangan batu241.50m36.13'.194,498.0046,971,267.0018,000,000.004Lining beton bertulang 25/40 Precast K.25091.00bhLs721,831.3365,686,650.940.005Cor beton mutu K-22512.46m36.23.622,364.607,754,662.960.006Pembesian715.53m26.24.11,719.558,385,689.610.007Begesting99.68bh6.25.90,219.008,993,029.928Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)507.78m36.13.353,140.00179,317,429.209Angkur dia 12 mm, P=40 cm420.00bhLs5,000.002,100,000.0010Tiang pancang beton 12 - 30057.00bh6.23+6.24+6.25227,300.6112,956,134.97352,249,771.279HM 24+90 - 26+00 (110 M) = Bongkar Pasang Lining Kiri1Galian tanah biasa409.20m36.1.32,795.0013,419,714.002Bongkaran beton bertulang11.52m36.29.204,998.002,361,576.963Bongkaran pasangan batu189.75m36.13'.194,498.0036,905,995.504Lining beton bertulang 25/40 Precast K.25071.50bhLs721,831.3351,610,940.025Cor beton mutu K-2259.83m36.23.622,364.606,117,844.056Pembesian562.23m26.24.11,719.556,589,082.607Begesting78.64bh6.25.90,219.007,094,822.168Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)398.97m36.13.353,140.00140,892,265.809Angkur dia 12 mm, P=40 cm330.00bhLs5,000.001,650,000.0010Tiang pancang beton 12 - 30045.00bh6.23+6.24+6.25227,300.6110,228,527.61276,870,768.709HM 43+33 - 46+00 (267 M)1Galian tanah lantai991.29m36.1.32,795.0032,509,355.552Bongkaran beton bertulang56.10m36.29.204,998.0011,500,387.803Bongkar pasang sayap240.00m36.29.204,998.0049,199,520.004Balok beton bertulang 25/40 Precast K.250264.00bhLs0.000.005Cor beton mutu K-22549.56m36.23.622,364.6030,844,389.736Begesting396.48bh6.25.90,219.0035,770,029.127Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)991.29m36.13.353,140.00350,064,150.608Angkur dia 12 mm, P=40 cm1,764.00bhLs5,000.008,820,000.009Tiang pancang beton 12 - 300248.60bh6.23+6.24+6.25227,300.6156,506,932.510.009HM 46+00 - 46+83 (83 M)1Galian tanah lantai219.77m36.1.32,795.007,207,193.182Bongkaran beton bertulang17.50m36.29.204,998.003,587,465.003Balok beton bertulang 25/40 Precast K.25040.80bhLs0.000.004Cor beton mutu K-2256.16m36.23.622,364.603,833,765.965Begesting49.28bh6.25.90,219.004,445,992.326Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)219.77m36.13.353,140.0077,607,812.107Angkur dia 12 mm, P=40 cm1,008.00bhLs5,000.005,040,000.008Tiang pancang beton 12 - 30039.00bh6.23+6.24+6.25227,300.618,864,723.930.009HM 46+83 - 54+20 (737 M)1Galian tanah lantai2,321.84m36.1.32,795.0076,144,578.832Bongkaran beton bertulang108.70m36.29.204,998.0022,283,282.603Bongkar pasang sayap60.00m36.29.204,998.0012,299,880.004Plesteran 1 : 31,230.00m26.15.16,592.5020,408,775.005Balok beton bertulang 25/40 Precast K.250524.00bhLs0.000.006Cor beton mutu K-22546.24m36.23.622,364.6028,778,139.257Begesting369.92bh6.25.90,219.0033,373,812.488Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)2,321.84m36.13.353,140.00819,932,811.909Angkur dia 12 mm, P=40 cm3,884.00bhLs5,000.0019,420,000.0010Tiang pancang beton 12 - 30054.00bh6.23+6.24+6.25227,300.6112,274,233.130.009HM 54+20 - 69+14 (1494 M)1Galian tanah lantai3,966.57m36.1.32,795.00130,083,663.152Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)3,966.57m36.13.353,140.001,400,754,529.801,530,838,192.959HM 69+14 - 72+38 (324 M)1Galian tanah lantai860.22m36.1.32,795.0028,210,914.902Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)860.22m36.13.353,140.00303,778,090.80331,989,005.709HM 72+38 - 75+33 (295 M)1Galian tanah lantai805.75m36.1.32,795.0026,424,571.252Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)860.22m36.13.353,140.00303,778,090.80lantai dan sayap3Plesteran 1 : 375.00m26.15.16,592.501,244,437.50331,447,099.559HM 75+33 - 76+40 (108 M)1Galian tanah lantai283.50m36.1.32,795.009,297,382.502Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)283.50m36.13.353,140.00100,115,190.00109,412,572.509HM 76+41 - 97+44 (2103 M)1Galian tanah lantai3,449.18m36.1.32,795.00113,115,694.132Bongkaran beton bertulang357.00m36.29.204,998.0073,184,286.003Bongkaran pasangan batu330.30m36.13'.194,498.0064,242,689.404Bongkar pasang sayap3,654.00m36.29.204,998.00749,062,692.005Balok beton bertulang 25/40 Precast K.2501,704.00bhLs0.000.006Cor beton mutu K-175156.00m36.22.582,999.1390,947,863.817Cor beton mutu K-2251,315.58m36.23.622,364.60818,769,179.928Begesting11,772.62bh6.25.90,219.001,062,114,364.669Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)2,375.18m36.13.353,140.00838,769,299.5010Urugan sirtu900.00m36.10.116,066.00104,459,400.0011Angkur dia 12 mm, P=40 cm12,924.00bhLs5,000.0064,620,000.0012Tiang pancang beton 12 - 3002,724.00bh6.23+6.24+6.25227,300.61619,166,871.080.009HM 97+44 - 102+15 (471 M)1Galian tanah1,608.80m36.1.32,795.0052,760,432.032Cor beton mutu K-17562.35m36.22.582,999.1336,349,995.573Begesting498.80bh6.25.90,219.0045,001,237.204Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)1,533.98m36.13.353,140.00541,707,931.50675,819,596.299HM 102+15 - 103+99 (471 M)1Galian tanah554.23m36.1.32,795.0018,176,038.442Cor beton mutu K-17553.36m36.22.582,999.1331,108,833.423Begesting426.88bh6.25.90,219.0038,512,686.724Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)490.20m36.13.353,140.00173,109,228.00260,906,786.589HM 103+99 - 107+40 (341 M)1Galian tanah1,078.02m36.1.32,795.0035,353,764.292Cor beton mutu K-175107.42m36.22.582,999.1362,622,851.233Begesting859.32bh6.25.90,219.0077,526,991.084Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)949.13m36.13.353,140.00335,174,002.50510,677,609.099HM 107+40 - 108+40 (100 M)1Galian tanah358.80m36.1.32,795.0011,766,846.002Cor beton mutu K-17535.25m36.22.582,999.1320,550,719.233Begesting282.00bh6.25.90,219.0025,441,758.004Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)316.00m36.13.353,140.00111,592,240.00169,351,563.239HM 108+40 - 115+30 (690 M)1Galian tanah1,990.89m36.1.32,795.0065,291,237.552Bongkaran beton bertulang63.10m36.29.204,998.0012,935,373.803Bongkaran pasangan batu90.00m36.13'.194,498.0017,504,820.004Balok beton bertulang 25/40 Precast K.250304.00bhLs0.000.005Cor beton mutu K-17570.20m36.22.582,999.1340,926,538.716Cor beton mutu K-22522.40m36.23.622,364.6013,940,967.117Begesting741.12bh6.25.90,219.0066,863,105.288Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)1,996.65m36.13.353,140.00705,096,981.009Angkur dia 12 mm, P=40 cm3,648.00bhLs5,000.0018,240,000.0010Tiang pancang beton 12 - 300122.00bh6.23+6.24+6.25227,300.6127,730,674.840.009HM 115+30 - 119+32 (402 M)1Galian tanah1,424.29m36.1.32,795.0046,709,459.372Cor beton mutu K-175156.78m36.22.582,999.1391,402,603.133Begesting1,254.24bh6.25.90,219.00113,156,278.564Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)1,236.15m36.13.353,140.00436,534,011.005Urugan sirtu115.50m36.10.116,066.0013,405,623.00701,207,975.069HM 119+32 - 156+00 (3668 M)1Galian tanah9,418.65m36.1.32,795.00308,884,626.752Bongkaran beton bertulang85.32m36.29.204,998.0017,490,429.363Cor beton mutu K-17585.32m36.22.582,999.1349,741,485.514Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)9,553.40m36.13.353,140.003,373,687,676.005Sayap Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)65.25m36.13.353,140.0023,042,385.003,772,846,602.6210HM 157+35 - 191+41 (3406 M)1Galian tanah pada lantai9,536.80m36.4.36,375.00346,901,100.002Lantai pasangan batu 1 PC : 4 Ps (batu tersedia)8,685.30m36.13.353,140.003,067,126,842.003Siaran 1 : 228,951.00m26.20.21,987.50636,560,112.504Plesteran 1 : 3290.50m26.15.16,592.504,820,121.255Beton penahan tanah228.25m36.22.582,999.13133,069,550.734,055,408,175.7511HM 191+41 - 197+12 (571 M)1Galian tanah pada lantai dan beton1,598.80m36.4.36,375.0058,156,350.002Lantai pasangan batu 1 PC : 4 Ps (batu tersedia)1,456.05m36.13.353,140.00514,189,497.003Siaran 1 : 24,853.50m26.20.21,987.50106,716,331.254Plesteran 1 : 3103.95m26.15.16,592.501,724,790.385Beton penahan tanah66.83m36.22.582,999.1338,961,831.66680,786,968.6312HM 197+12 - 209+22 (1210 M)1Galian tanah pada lantai1,456.65m36.4.36,375.0052,985,643.752Lantai pasangan batu 1 PC : 4 Ps (batu tersedia)1,456.65m36.13.353,140.00514,401,381.003Siaran 1 : 24,905.50m26.20.21,987.50107,859,681.254Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)15.00m36.13.353,140.005,297,100.005Beton penahan tanah160.88m36.22.582,999.1393,792,899.55680,543,806.0013HM 197+26 - 198+43 (130 M) = Bongkar Pasang Lining Kiri1Galian tanah pada lantai161.85m36.4.36,375.005,887,293.752Bongkaran beton bertulang55.90m36.29.204,998.0011,459,388.203Lining beton bertulang 25/40 Precast K.250130.00bhLs721,831.3393,838,072.774Balok beton bertulang 25/40 Precast K.25042.00bhLs0.000.005Cor beton mutu K-17553.95m36.22.582,999.1331,452,802.906Cor beton mutu K-22562.22m36.23.622,364.6038,723,525.617Pembesian2,522.94kg6.24.11,719.5529,567,721.488Begesting929.36bh6.25.90,219.0083,845,929.849Angkur dia 12 mm, P=40 cm336.00bhLs5,000.001,680,000.0010Tiang pancang beton 12 - 300106.00bh6.23+6.24+6.25227,300.6124,093,865.030.0014HM 199+50 - 200+25 (75 M) = Bongkar Pasang Lining Kiri1Galian tanah pada lantai93.38m36.4.36,375.003,396,697.502Bongkaran beton bertulang32.25m36.29.204,998.006,611,185.503Lining beton bertulang 25/40 Precast K.25075.00bhLs721,831.3354,137,349.684Balok beton bertulang 25/40 Precast K.25027.00bhLs0.000.005Cor beton mutu K-17531.13m36.22.582,999.1318,148,762.826Cor beton mutu K-22546.47m36.23.622,364.6028,921,283.117Pembesian1,455.15kg6.24.11,719.5517,053,703.188Begesting620.76bh6.25.90,219.0056,004,346.449Angkur dia 12 mm, P=40 cm240.00bhLs5,000.001,200,000.0010Tiang pancang beton 12 - 30062.00bh6.23+6.24+6.25227,300.6114,092,638.030.0015HM 201+50- 203+00 (150 M) = Bongkar Pasang Lining Kiri1Galian tanah pada lantai186.75m36.4.36,375.006,793,031.252Bongkaran beton bertulang640.50m36.29.204,998.00131,301,219.003Lining beton bertulang 25/40 Precast K.250150.00bhLs721,831.33108,274,699.354Balok beton bertulang 25/40 Precast K.25048.00bhLs0.000.005Cor beton mutu K-17562.25m36.22.582,999.1336,291,695.656Cor beton mutu K-22585.28m36.23.622,364.6053,075,253.367Pembesian4,392.00kg6.24.11,719.5551,472,263.608Begesting1,180.24bh6.25.90,219.00106,480,072.569Angkur dia 12 mm, P=40 cm384.00bhLs5,000.001,920,000.0010Tiang pancang beton 12 - 300122.00bh6.23+6.24+6.25227,300.6127,730,674.840.0016HM 204+25- 204+75 (50 M) = Bongkar Pasang Lining Kiri1Galian tanah pada lantai62.25m36.4.36,375.002,264,343.752Bongkaran beton bertulang21.50m36.29.204,998.004,407,457.003Lining beton bertulang 25/40 Precast K.25050.00bhLs721,831.3336,091,566.454Balok beton bertulang 25/40 Precast K.25018.00bhLs0.000.005Cor beton mutu K-17520.75m36.22.582,999.1312,097,231.886Cor beton mutu K-22525.98m36.23.622,364.6016,169,032.397Pembesian752.33kg6.24.11,719.558,816,969.058Begesting373.84bh6.25.90,219.0033,727,470.969Angkur dia 12 mm, P=40 cm144.00bhLs5,000.00720,000.0010Tiang pancang beton 12 - 30042.00bh6.23+6.24+6.25227,300.619,546,625.770.0017HM 205+75- 206+75 (100 M) = Bongkar Pasang Lining Kiri1Galian tanah pada lantai124.50m36.4.36,375.004,528,687.502Bongkaran beton bertulang43.00m36.29.204,998.008,814,914.003Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.904Balok beton bertulang 25/40 Precast K.25033.00bhLs0.000.005Cor beton mutu K-17541.50m36.22.582,999.1324,194,463.776Cor beton mutu K-2252,527.31m36.23.622,364.601,572,908,285.257Pembesian1,940.37kg6.24.11,719.5522,740,263.238Begesting20,550.48bh6.25.90,219.001,854,043,755.129Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.0010Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.300.0018HM 205+75- 206+75 (100 M) = Bongkar Pasang Lining Kiri dan Kanan1Galian tanah pada lantai149.40m36.4.36,375.005,434,425.002Bongkaran beton bertulang51.60m36.29.204,998.0010,577,896.803Lining beton bertulang 25/40 Precast K.250240.00bhLs721,831.33173,239,518.964Balok beton bertulang 25/40 Precast K.25039.00bhLs0.000.005Cor beton mutu K-17549.80m36.22.582,999.1329,033,356.526Cor beton mutu K-22598.88m36.23.622,364.6061,539,411.967Pembesian3,782.88kg6.24.11,719.5544,333,651.308Begesting1,189.44bh6.25.90,219.00107,310,087.369Angkur dia 12 mm, P=40 cm312.00bhLs5,000.001,560,000.0010Tiang pancang beton 12 - 300196.00bh6.23+6.24+6.25227,300.6144,550,920.240.0019HM 209+22- 220+70 (1148 M)1Galian tanah pada lantai1,668.00m36.4.36,375.0060,673,500.002Lantai pasangan batu 1 PC : 4 Ps (batu tersedia)1,087.20m36.13.353,140.00383,933,808.003Siaran 1 : 23,689.00m26.20.21,987.5081,111,887.504Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)58.50m36.13.353,140.0020,658,690.005Beton penahan tanah9.80m36.22.582,999.135,713,391.44552,091,276.9420HM 210+75- 212+00 (100 M) = Bongkar Pasang Lining Kiri dan KananLining Kiri1Bongkaran beton bertulang33.75m36.29.204,998.006,918,682.502Lining beton bertulang 25/40 Precast K.25075.00bhLs721,831.3354,137,349.683Balok beton bertulang 25/40 Precast K.25027.00bhLs0.000.004Cor beton mutu K-22526.25m36.23.622,364.6016,337,070.835Pembesian1,523.40kg6.24.11,719.5517,853,562.476Begesting210.00bh6.25.90,219.0018,945,990.007Tiang pancang beton 12 - 30062.00bh6.23+6.24+6.25227,300.6114,092,638.03Lining Kanan1Galian tanah pada lantai150.00m36.4.36,375.005,456,250.002Bongkaran beton bertulang56.25m36.29.204,998.0011,531,137.503Lining beton bertulang 25/40 Precast K.250125.00bhLs721,831.3390,228,916.134Balok beton bertulang 25/40 Precast K.25042.00bhLs0.000.005Cor beton mutu K-17550.00m36.22.582,999.1329,149,956.356Cor beton mutu K-22535.73m36.23.622,364.6022,237,087.277Pembesian2,622.56kg6.24.11,719.5530,735,223.058Begesting685.84bh6.25.90,219.0061,875,798.969Angkur dia 12 mm, P=40 cm336.00bhLs5,000.001,680,000.0010Tiang pancang beton 12 - 300102.00bh6.23+6.24+6.25227,300.6123,184,662.570.0021HM 213+00- 214+00 (100 M) = Bongkar Pasang Lining Kiri dan Kanan1Galian tanah pada lantai120.00m36.4.36,375.004,365,000.002Bongkaran beton bertulang86.00m36.29.204,998.0017,629,828.003Lining beton bertulang 25/40 Precast K.250200.00bhLs721,831.33144,366,265.804Balok beton bertulang 25/40 Precast K.25033.00bhLs0.000.005Cor beton mutu K-17540.00m36.22.582,999.1323,319,965.086Cor beton mutu K-22556.57m36.23.622,364.6035,207,165.607Pembesian3,084.79kg6.24.11,719.5536,152,350.648Begesting772.56bh6.25.90,219.0069,699,590.649Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.0010Tiang pancang beton 12 - 300164.00bh6.23+6.24+6.25227,300.6137,277,300.610.0022HM 214+75- 216+75 (200 M) = Bongkar Pasang Lining Kiri dan KananLining Kiri (200 m)1Galian tanah pada lantai240.00m36.4.36,375.008,730,000.002Bongkaran beton bertulang90.00m36.29.204,998.0018,449,820.003Lining beton bertulang 25/40 Precast K.250200.00bhLs721,831.33144,366,265.804Balok beton bertulang 25/40 Precast K.25063.00bhLs0.000.005Cor beton mutu K-17580.00m36.22.582,999.1346,639,930.166Cor beton mutu K-22557.09m36.23.622,364.6035,530,795.207Pembesian3,984.21kg6.24.11,719.5546,693,148.318Begesting1,096.72bh6.25.90,219.0098,944,981.689Angkur dia 12 mm, P=40 cm504.00bhLs5,000.002,520,000.0010Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.30Lining Kanan (150 m)1Bongkaran beton bertulang67.50m36.29.204,998.0013,837,365.002Lining beton bertulang 25/40 Precast K.250150.00bhLs721,831.33108,274,699.353Cor beton mutu K-22542.00m36.23.622,364.6026,139,313.334Pembesian2,988.30kg6.24.11,719.5535,021,531.275Begesting336.00bh6.25.90,219.0030,313,584.006Angkur dia 12 mm, P=40 cm384.00bhLs5,000.001,920,000.007Tiang pancang beton 12 - 300122.00bh6.23+6.24+6.25227,300.6127,730,674.840.0023HM 217+75- 218+75 (100 M) = Bongkar Pasang Lining Kiri dan KananLining Kiri (75 m)1Bongkaran beton bertulang33.75m36.29.204,998.006,918,682.502Lining beton bertulang 25/40 Precast K.25075.00bhLs721,831.3354,137,349.683Cor beton mutu K-22521.00m36.23.622,364.6013,069,656.674Pembesian1,494.15kg6.24.11,719.5517,510,765.635Begesting168.00bh6.25.90,219.0015,156,792.006Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.007Tiang pancang beton 12 - 30062.00bh6.23+6.24+6.25227,300.6114,092,638.03Lining Kanan (100 m)1Galian tanah pada lantai180.00m36.4.36,375.006,547,500.002Bongkaran beton bertulang45.00m36.29.204,998.009,224,910.003Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.904Balok beton bertulang 25/40 Precast K.25048.00bhLs0.000.005Cor beton mutu K-17560.00m36.22.582,999.1334,979,947.626Cor beton mutu K-22528.83m36.23.622,364.6017,942,771.517Pembesian2,823.60kg6.24.11,719.5533,091,321.388Begesting710.64bh6.25.90,219.0064,113,230.169Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.0010Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.300.0024HM 219+10 - 220+30 = Bongkar Pasang Lining Kiri dan KananLining Kiri (75 m)1Bongkaran beton bertulang75.00m36.29.204,998.0015,374,850.002Lining beton bertulang 25/40 Precast K.25033.75bhLs721,831.3324,361,807.353Cor beton mutu K-22521.00m36.23.622,364.6013,069,656.674Pembesian1,494.15kg6.24.11,719.5517,510,765.635Begesting168.00bh6.25.90,219.0015,156,792.006Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.007Tiang pancang beton 12 - 30062.00bh6.23+6.24+6.25227,300.6114,092,638.03Lining Kanan (100 m)1Galian tanah pada lantai144.00m36.4.36,375.005,238,000.002Bongkaran beton bertulang45.00m36.29.204,998.009,224,910.003Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.904Balok beton bertulang 25/40 Precast K.25039.00bhLs0.000.005Cor beton mutu K-17548.00m36.22.582,999.1327,983,958.106Cor beton mutu K-22528.68m36.23.622,364.6017,849,416.827Pembesian2,023.60kg6.24.11,719.5523,715,681.388Begesting613.44bh6.25.90,219.0055,343,943.369Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.0010Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.300.0025HM 222+06 - 241+73 (1967 M)1Galian tanah pada lantai dan beton823.68m36.4.36,375.0029,961,360.002Lantai pasangan batu 1 PC : 4 Ps (batu tersedia)844.98m36.13.353,140.00298,396,237.203Siaran 1 : 22,806.60m26.20.21,987.5061,710,117.504Plesteran 1 : 358.80m26.15.16,592.50975,639.005Beton penahan tanah54.60m36.22.582,999.1331,831,752.33391,043,353.7026HM 222+06 - 224+00 = Bongkar Pasang Lining Kiri dan KananLining Kiri (200 m)1Galian tanah pada lantai3.85m36.4.36,375.00140,043.752Bongkaran beton bertulang96.00m36.29.204,998.0019,679,808.003Lining beton bertulang 25/40 Precast K.250200.00bhLs721,831.33144,366,265.804Balok beton bertulang 25/40 Precast K.25063.00bhLs0.000.005Cor beton mutu K-17578.00m36.22.582,999.1345,473,931.906Cor beton mutu K-22562.67m36.23.622,364.6039,003,589.687Pembesian4,296.87kg6.24.11,719.5550,357,382.818Begesting1,125.36bh6.25.90,219.00101,528,853.849Angkur dia 12 mm, P=40 cm504.00bhLs5,000.002,520,000.0010Tiang pancang beton 12 - 300162.00bh6.23+6.24+6.25227,300.6136,822,699.38Lining Kanan (150 m)1Bongkaran beton bertulang72.00m36.29.204,998.0014,759,856.002Lining beton bertulang 25/40 Precast K.250150.00bhLs721,831.33108,274,699.353Cor beton mutu K-22546.50m36.23.622,364.6028,939,954.054Pembesian3,222.30kg6.24.11,719.5537,763,905.975Begesting372.00bh6.25.90,219.0033,561,468.006Tiang pancang beton 12 - 300122.00bh6.23+6.24+6.25227,300.6127,730,674.840.0027HM 224+50 - 228+50 = Bongkar Pasang Lining Kiri dan KananLining Kiri (150 m)1Bongkaran beton bertulang72.00m36.29.204,998.0014,759,856.002Lining beton bertulang 25/40 Precast K.250150.00bhLs721,831.33108,274,699.353Cor beton mutu K-22546.50m36.23.622,364.6028,939,954.054Pembesian322.30kg6.24.11,719.553,777,210.975Begesting372.00bh6.25.90,219.0033,561,468.006Angkur dia 12 mm, P=40 cm384.00bhLs5,000.001,920,000.007Tiang pancang beton 12 - 300122.00bh6.23+6.24+6.25227,300.6127,730,674.84Lining Kiri (80 m)1Bongkaran beton bertulang38.40m36.29.204,998.007,871,923.202Lining beton bertulang 25/40 Precast K.25080.00bhLs721,831.3357,746,506.323Cor beton mutu K-22524.80m36.23.622,364.6015,434,642.164Pembesian1,647.83kg6.24.11,719.5519,311,826.085Begesting198.40bh6.25.90,219.0017,899,449.606Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.007Tiang pancang beton 12 - 30066.00bh6.23+6.24+6.25227,300.6115,001,840.49Lining Kanan (120 m)1Bongkaran beton bertulang57.60m36.29.204,998.0011,807,884.802Lining beton bertulang 25/40 Precast K.250120.00bhLs721,831.3386,619,759.483Cor beton mutu K-22537.80m36.23.622,364.6023,525,382.004Pembesian2,577.84kg6.24.11,719.5530,211,124.775Begesting297.60bh6.25.90,219.0026,849,174.406Angkur dia 12 mm, P=40 cm312.00bhLs5,000.001,560,000.007Tiang pancang beton 12 - 30098.00bh6.23+6.24+6.25227,300.6122,275,460.12Lining Kanan (125 m)1Galian tanah pada lantai4.68m36.4.36,375.00170,235.002Bongkaran beton bertulang60.00m36.29.204,998.0012,299,880.003Lining beton bertulang 25/40 Precast K.250125.00bhLs721,831.3390,228,916.134Balok beton bertulang 25/40 Precast K.250123.00bhLs0.000.005Cor beton mutu K-175156.00m36.22.582,999.1390,947,863.816Cor beton mutu K-22540.06m36.23.622,364.6024,931,926.007Pembesian2,674.72kg6.24.11,719.5531,346,514.788Begesting1,568.48bh6.25.90,219.00141,506,697.129Angkur dia 12 mm, P=40 cm336.00bhLs5,000.001,680,000.0010Tiang pancang beton 12 - 300102.00bh6.23+6.24+6.25227,300.6123,184,662.570.0028HM 229+20 - 230+00 (80 m) = Bongkar Pasang Lining Kiri dan Kanan1Galian tanah pada lantai93.60m36.4.36,375.003,404,700.002Bongkaran beton bertulang7.68m36.29.204,998.001,574,384.643Lining beton bertulang 25/40 Precast K.25080.00bhLs721,831.3357,746,506.324Balok beton bertulang 25/40 Precast K.25027.00bhLs0.000.005Cor beton mutu K-17531.20m36.22.582,999.1318,189,572.766Cor beton mutu K-22528.89m36.23.622,364.6017,980,113.397Pembesian2,688.79kg6.24.11,719.5531,511,408.848Begesting488.72bh6.25.90,219.0044,091,829.689Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.0010Tiang pancang beton 12 - 300132.00bh6.23+6.24+6.25227,300.6130,003,680.980.0029HM 229+20 - 230+00 (80 m) = Bongkar Pasang Lining Kiri dan KananLining Kiri (125 m)1Bongkaran beton bertulang60.00m36.29.204,998.0012,299,880.002Lining beton bertulang 25/40 Precast K.250125.00bhLs721,831.3390,228,916.133Balok beton bertulang 25/40 Precast K.25051.00bhLs0.000.004Cor beton mutu K-17562.40m36.22.582,999.1336,379,145.525Cor beton mutu K-22563.67m36.23.622,364.6039,625,954.286Pembesian2,685.72kg6.24.11,719.5531,475,429.837Begesting813.52bh6.25.90,219.0073,394,960.888Angkur dia 12 mm, P=40 cm336.00bhLs5,000.001,680,000.009Tiang pancang beton 12 - 300102.00bh6.23+6.24+6.25227,300.6123,184,662.57Lining Kanan (75 m)1Bongkaran beton bertulang36.00m36.29.204,998.007,379,928.002Lining beton bertulang 25/40 Precast K.25075.00bhLs721,831.3354,137,349.683Cor beton mutu K-22523.25m36.23.622,364.6014,469,977.024Pembesian1,611.15kg6.24.11,719.5518,881,952.985Begesting186.00bh6.25.90,219.0016,780,734.006Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.007Tiang pancang beton 12 - 30062.00bh6.23+6.24+6.25227,300.6114,092,638.030.0030HM 232+50 - 234+00 = Bongkar Pasang Lining Kiri dan KananLining Kiri (225 m)1Bongkaran beton bertulang108.00m36.29.204,998.0022,139,784.002Lining beton bertulang 25/40 Precast K.250225.00bhLs721,831.33162,412,049.033Cor beton mutu K-22569.75m36.23.622,364.6043,409,931.074Pembesian4,833.45kg6.24.11,719.5556,645,858.955Begesting558.00bh6.25.90,219.0050,342,202.006Angkur dia 12 mm, P=40 cm576.00bhLs5,000.002,880,000.007Tiang pancang beton 12 - 300182.00bh6.23+6.24+6.25227,300.6141,368,711.65Lining Kanan (300 m)1Bongkaran beton bertulang144.00m36.29.204,998.0029,519,712.002Lining beton bertulang 25/40 Precast K.25030.00bhLs721,831.3321,654,939.873Balok beton bertulang 25/40 Precast K.25093.00bhLs0.000.004Cor beton mutu K-175117.00m36.22.582,999.1368,210,897.865Cor beton mutu K-22593.99m36.23.622,364.6058,496,049.056Pembesian6,444.60kg6.24.11,719.5575,527,811.937Begesting1,687.92bh6.25.90,219.00152,282,454.488Angkur dia 12 mm, P=40 cm744.00bhLs5,000.003,720,000.009Tiang pancang beton 12 - 300242.00bh6.23+6.24+6.25227,300.6155,006,748.460.0031HM 236+50 - 239+65 (335 m) = Bongkar Pasang Lining Kiri dan KananLining Kiri (120 m)1Bongkaran beton bertulang57.60m36.29.204,998.0011,807,884.802Lining beton bertulang 25/40 Precast K.250120.00bhLs721,831.3386,619,759.483Balok beton bertulang 25/40 Precast K.250105.00bhLs0.000.004Cor beton mutu K-175130.65m36.22.582,999.1376,168,835.945Cor beton mutu K-225138.82m36.23.622,364.6086,396,654.216Pembesian2,577.84kg6.24.11,719.5530,211,124.777Begesting2,155.76bh6.25.90,219.00194,490,511.448Angkur dia 12 mm, P=40 cm312.00bhLs5,000.001,560,000.009Tiang pancang beton 12 - 30098.00bh6.23+6.24+6.25227,300.6122,275,460.12Lining Kiri (100 m)1Bongkaran beton bertulang48.00m36.29.204,998.009,839,904.002Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.903Cor beton mutu K-22531.00m36.23.622,364.6019,293,302.704Pembesian2,148.43kg6.24.11,719.5525,178,632.815Begesting248.00bh6.25.90,219.0022,374,312.006Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.007Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.30Lining Kanan (120 m)1Bongkaran beton bertulang57.00m36.29.204,998.0011,684,886.002Lining beton bertulang 25/40 Precast K.250120.00bhLs721,831.3386,619,759.483Cor beton mutu K-22537.20m36.23.622,364.6023,151,963.244Pembesian2,577.84kg6.24.11,719.5530,211,124.775Begesting297.60bh6.25.90,219.0026,849,174.406Angkur dia 12 mm, P=40 cm312.00bhLs5,000.001,560,000.007Tiang pancang beton 12 - 30098.00bh6.23+6.24+6.25227,300.6122,275,460.12Lining Kanan (80 m)1Bongkaran beton bertulang36.40m36.29.204,998.007,461,927.202Lining beton bertulang 25/40 Precast K.25080.00bhLs721,831.3357,746,506.323Cor beton mutu K-22524.80m36.23.622,364.6015,434,642.164Pembesian1,719.03kg6.24.11,719.5520,146,258.045Begesting198.40bh6.25.90,219.0017,899,449.606Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.007Tiang pancang beton 12 - 30066.00bh6.23+6.24+6.25227,300.6115,001,840.490.0032HM 240+20 - 242+50 (335 m) = Bongkar Pasang Lining Kiri dan KananLining Kiri (230 m)1Bongkaran beton bertulang110.40m36.29.204,998.0022,631,779.202Lining beton bertulang 25/40 Precast K.250230.00bhLs721,831.33166,021,205.673Balok beton bertulang 25/40 Precast K.25072.00bhLs0.000.004Cor beton mutu K-17589.70m36.22.582,999.1352,295,021.695Cor beton mutu K-225139.92m36.23.622,364.6087,081,255.286Pembesian4,941.33kg6.24.11,719.5557,910,164.007Begesting1,294.16bh6.25.90,219.00116,757,821.048Angkur dia 12 mm, P=40 cm576.00bhLs5,000.002,880,000.009Tiang pancang beton 12 - 300186.00bh6.23+6.24+6.25227,300.6142,277,914.10Lining Kanan (140 m)1Bongkaran beton bertulang67.20m36.29.204,998.0013,775,865.602Lining beton bertulang 25/40 Precast K.250140.00bhLs721,831.33101,056,386.063Cor beton mutu K-22543.40m36.23.622,364.6027,010,623.784Pembesian3,007.95kg6.24.11,719.5535,251,820.425Begesting347.20bh6.25.90,219.0031,324,036.806Angkur dia 12 mm, P=40 cm360.00bhLs5,000.001,800,000.007Tiang pancang beton 12 - 300114.00bh6.23+6.24+6.25227,300.6125,912,269.930.0033HM 243+00 - 246+00 = Bongkar Pasang Lining Kiri dan KananLining Kiri (100 m)1Bongkaran beton bertulang96.00m36.29.204,998.0019,679,808.002Lining beton bertulang 25/40 Precast K.250200.00bhLs721,831.33144,366,265.803Cor beton mutu K-225146.00m36.23.622,364.6090,865,232.064Pembesian4,296.87kg6.24.11,719.5550,357,382.815Begesting992.00bh6.25.90,219.0089,497,248.006Angkur dia 12 mm, P=40 cm528.00bhLs5,000.002,640,000.007Tiang pancang beton 12 - 300164.00bh6.23+6.24+6.25227,300.6137,277,300.61Lining Kanan (50 m)1Bongkaran beton bertulang24.00m36.29.204,998.004,919,952.002Lining beton bertulang 25/40 Precast K.25065.25bhLs721,831.3347,099,494.223Sol Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)15.00m36.13.353,140.005,297,100.004Cor beton mutu K-22515.50m36.23.622,364.609,646,651.355Pembesian1,077.57kg6.24.11,719.5512,628,635.496Begesting124.00bh6.25.90,219.0011,187,156.007Angkur dia 12 mm, P=40 cm144.00bhLs5,000.00720,000.008Tiang pancang beton 12 - 30042.00bh6.23+6.24+6.25227,300.619,546,625.77Lining Kanan (100 m)1Bongkaran beton bertulang48.00m36.29.204,998.009,839,904.002Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.903Cor beton mutu K-22531.00m36.23.622,364.6019,293,302.704Pembesian2,148.43kg6.24.11,719.5525,178,632.815Begesting248.00bh6.25.90,219.0022,374,312.006Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.007Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.30Lantai (300 m)1Balok beton bertulang 25/40 Precast K.25093.00bhLs0.000.002Cor beton mutu K-175117.00m36.22.582,999.1368,210,897.863Cor beton mutu K-2250.90m36.23.622,364.60560,128.144Begesting943.94bh6.25.90,219.0085,161,322.860.0034HM 247+00 - 248+80 = Bongkar Pasang Lining Kiri dan KananLining Kiri (180 m)1Pasangan batu 1 PC : 4 Ps (batu tersedia)436.20m36.13.353,140.00154,039,668.002Bongkaran pasangan batu259.20m36.13'.194,498.0050,413,881.603Lining beton bertulang 25/40 Precast K.250180.00bhLs721,831.33129,929,639.224Cor beton mutu K-225109.51m36.23.622,364.6068,155,147.695Pembesian3,866.76kg6.24.11,719.5545,316,687.166Begesting876.08bh6.25.90,219.0079,039,061.527Angkur dia 12 mm, P=40 cm456.00bhLs5,000.002,280,000.008Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.30Lining Kanan (60 m)1Pasangan batu 1 PC : 4 Ps (batu tersedia)90.00m36.13.353,140.0031,782,600.002Bongkaran pasangan batu86.40m36.13'.194,498.0016,804,627.203Lining beton bertulang 25/40 Precast K.25060.00bhLs721,831.3343,309,879.744Cor beton mutu K-22518.60m36.23.622,364.6011,575,981.625Pembesian1,288.92kg6.24.11,719.5515,105,562.396Begesting148.80bh6.25.90,219.0013,424,587.207Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.008Tiang pancang beton 12 - 30099.00bh6.23+6.24+6.25227,300.6122,502,760.73703,398,734.3735HM 249+20 - 250+20 = Bongkar Pasang Lining Kiri dan KananLining Kiri (180 m)1Galian tanah234.00m36.4.36,375.008,511,750.002Bongkaran pasangan batu67.50m36.13'.194,498.0013,128,615.003Pasangan batu 1 PC : 4 Ps (batu tersedia)309.00m36.13.353,140.00109,120,260.004Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.905Balok beton bertulang 25/40 Precast K.25099.00bhLs0.000.006Cor beton mutu K-22531.35m36.23.622,364.6019,511,130.317Pembesian2,148.43kg6.24.11,719.5525,178,632.818Begesting250.80bh6.25.90,219.0022,626,925.209Angkur dia 12 mm, P=40 cm264.00bhLs5,000.001,320,000.0010Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.300.0036HM 241+73 - 251+14 (941 m)1Galian tanah pada lantai dan beton1,544.40m36.4.36,375.0056,177,550.002Lantai pasangan batu 1 PC : 4 Ps (batu tersedia)1,634.40m36.13.353,140.00577,172,016.003Siaran 1 : 25,448.00m26.20.21,987.50119,787,900.004Plesteran 1 : 3231.00m26.15.16,592.503,832,867.505Beton penahan tanah161.70m36.22.582,999.1394,270,958.83851,241,292.3337HM 251+14 - 251+ 94 = Bongkar Pasang Lining Kiri1Galian tanah187.20m36.4.36,375.006,809,400.002Bongkaran pasangan batu115.20m36.13'.194,498.0022,406,169.603Pasangan batu 1 PC : 4 Ps (batu tersedia)187.20m36.13.353,140.0066,107,808.004Lining beton bertulang 25/40 Precast K.25080.00bhLs721,831.3357,746,506.325Cor beton mutu K-22545.09m36.23.622,364.6028,062,419.966Pembesian1,719.03kg6.24.11,719.5520,146,258.047Begesting360.72bh6.25.90,219.0032,543,797.688Angkur dia 12 mm, P=40 cm216.00bhLs5,000.001,080,000.009Tiang pancang beton 12 - 30099.00bh6.23+6.24+6.25227,300.6122,502,760.73257,405,120.3338HM 251+30 - 252+17 (87 m)1Galian tanah pada lantai dan beton49.14m36.4.36,375.001,787,467.502Pasangan batu 1 PC : 4 Ps (batu tersedia)74.34m36.13.353,140.0026,252,427.603Siaran 1 : 2247.80m26.20.21,987.505,448,502.504Plesteran 1 : 37.35m26.15.16,592.50121,954.885Beton penahan tanah5.15m36.22.582,999.133,002,445.5036,612,797.9839HM 252+17 - 260+001Galian tanah pada lantai dan beton1,151.28m36.4.36,375.0041,877,810.002Pasangan batu 1 PC : 4 Ps (batu tersedia)1,806.87m36.13.353,140.00638,078,071.803Siaran 1 : 26,022.90m26.20.21,987.50132,428,513.754Plesteran 1 : 3186.55m26.15.16,592.503,095,330.885Beton penahan tanah157.24m36.22.582,999.1391,670,782.73907,150,509.1540HM 252+17 - 252+67 (50 m) = Bongkar Pasang Lining Knan1Galian tanah108.00m36.4.36,375.003,928,500.002Bongkaran pasangan batu67.50m36.13'.194,498.0013,128,615.003Pasangan batu 1 PC : 4 Ps (batu tersedia)130.50m36.13.353,140.0046,084,770.004Lining beton bertulang 25/40 Precast K.25050.00bhLs721,831.3336,091,566.455Balok beton bertulang 25/40 Precast K.25012.00bhLs0.000.006Cor beton mutu K-22515.31m36.23.622,364.609,528,402.077Pembesian996.49kg6.24.11,719.5511,678,414.388Begesting122.51bh6.25.90,219.0011,052,729.699Angkur dia 12 mm, P=40 cm108.00bhLs5,000.00540,000.0010Tiang pancang beton 12 - 30042.00bh6.23+6.24+6.25227,300.619,546,625.770.0041HM 255+00 - 256+00 = Bongkar Pasang Lining Kiri dan KananLining Kiri (100 m)1Bongkaran pasangan batu48.00m36.13'.194,498.009,335,904.002Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.903Balok beton bertulang 25/40 Precast K.25022.00bhLs0.000.004Cor beton mutu K-17536.00m36.22.582,999.1320,987,968.575Cor beton mutu K-22545.66m36.23.622,364.6028,417,167.786Pembesian2,148.43kg6.24.11,719.5525,178,632.817Begesting365.28bh6.25.90,219.0032,955,196.328Angkur dia 12 mm, P=40 cm198.00bhLs5,000.00990,000.009Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.30Lining Kanan (80 m)1Bongkaran pasangan batu38.40m36.13'.194,498.007,468,723.202Lining beton bertulang 25/40 Precast K.25080.00bhLs721,831.3357,746,506.323Cor beton mutu K-17524.88m36.22.582,999.1314,505,018.284Pembesian1,719.03kg6.24.11,719.5520,146,258.045Begesting199.04bh6.25.90,219.0017,957,189.766Tiang pancang beton 12 - 30066.00bh6.23+6.24+6.25227,300.6115,001,840.490.0042HM 257+00 - 258+ 00 (100 m) = Bongkar Pasang Lining Kanan1Galian tanah108.00m36.4.36,375.003,928,500.002Bongkaran pasangan batu48.00m36.13'.194,498.009,335,904.003Pasangan batu 1 PC : 4 Ps (batu tersedia)174.00m36.13.353,140.0061,446,360.004Lining beton bertulang 25/40 Precast K.250100.00bhLs721,831.3372,183,132.905Balok beton bertulang 25/40 Precast K.25022.00bhLs0.000.006Cor beton mutu K-22558.41m36.23.622,364.6036,352,316.477Pembesian2,148.43kg6.24.11,719.5525,178,632.818Begesting267.27bh6.25.90,219.0024,112,832.139Angkur dia 12 mm, P=40 cm1,983.00bhLs5,000.009,915,000.0010Tiang pancang beton 12 - 30082.00bh6.23+6.24+6.25227,300.6118,638,650.300.0043HM 265+70 - 266+40 = 70 m1Galian tanah pada lantai dan beton91.00m36.4.36,375.003,310,125.002Pasangan batu 1 PC : 4 Ps (batu tersedia)73.50m36.13.353,140.0025,955,790.003Siaran 1 : 2245.00m26.20.21,987.505,386,937.504Plesteran 1 : 324.50m26.15.16,592.50406,516.255Beton penahan tanah19.25m36.22.582,999.1311,222,733.1946,282,101.9444HM 266+40 - 270+52 = 412 m1Galian tanah pada lantai dan beton432.60m36.4.36,375.0015,735,825.002Pasangan batu 1 PC : 4 Ps (batu tersedia)432.60m36.13.353,140.00152,768,364.003Siaran 1 : 21,442.00m26.20.21,987.5031,705,975.00200,210,164.0045HM 270+52 - 273+50 = 298 m1Galian tanah pada lantai dan beton360.58m36.4.36,375.0013,116,097.502Pasangan batu 1 PC : 4 Ps (batu tersedia)286.08m36.13.353,140.00101,026,291.203Siaran 1 : 2953.60m26.20.21,987.5020,967,280.004Plesteran 1 : 367.05m26.15.16,592.501,112,527.135Beton penahan tanah104.30m36.22.582,999.1360,806,808.94197,029,004.7746HM 273+50 - 280+53 = 703 m1Galian tanah pada lantai dan beton724.09m36.4.36,375.0026,338,773.752Pasangan batu 1 PC : 4 Ps (batu tersedia)584.34m36.13.353,140.00206,353,827.603Siaran 1 : 21,827.80m26.20.21,987.5040,188,752.504Plesteran 1 : 3246.05m26.15.16,592.504,082,584.635Beton penahan tanah158.18m36.22.582,999.1392,218,801.91369,182,740.3847HM 280+53 - 284+03 = 350 m1Galian tanah pada lantai dan beton273.00m36.4.36,375.009,930,375.002Pasangan batu 1 PC : 4 Ps (batu tersedia)273.00m36.13.353,140.0096,407,220.003Siaran 1 : 2910.00m26.20.21,987.5020,008,625.00126,346,220.0048HM 284+03 - 293+55 = 952 m1Galian tanah pada lantai dan beton742.56m36.4.36,375.0027,010,620.002Pasangan batu 1 PC : 4 Ps (batu tersedia)742.56m36.13.353,140.00262,227,638.403Siaran 1 : 22,475.20m26.20.21,987.5054,423,460.00343,661,718.4049HM 293+55 - 304+94 = 1139 m1Galian tanah pada lantai dan beton751.74m36.4.36,375.0027,344,542.502Pasangan batu 1 PC : 4 Ps (batu tersedia)751.74m36.13.353,140.00265,469,463.603Siaran 1 : 22,505.80m26.20.21,987.5055,096,277.50347,910,283.60SUB TOTAL I0.00IISALURAN SEKUNDER TOMPE1HM 0+00 - 1+10 (110 m)1Galian tanah0.64m36.4.36,375.0023,243.632Balok beton bertulang 25/40 Precast K.250222.00bhLs0.000.000.00SUB TOTAL II0.00IIISALURAN SEKUNDER BRAKAS1HM 3+91 - 8+09 = 418 m ( kanan/kiri)1Balok beton bertulang 25/40 Precast K.250836.00bhLs0.000.000.002HM 8+09 - 10+06 = 197 m ( kanan/kiri)1Balok beton bertulang 25/40 Precast K.250394.00bhLs0.000.000.003HM 10+06 - 12+25 = 219 m ( kanan/kiri)1Balok beton bertulang 25/40 Precast K.250438.00bhLs0.000.000.004HM 12+25 - 18+36 = 219 m ( kanan/kiri)1Balok beton bertulang 25/40 Precast K.2501,222.00bhLs0.000.000.00SUB TOTAL III0.00IVSALURAN SEKUNDER BOTOSIMAN1HM 0+00 - 5+00 = 500 m (kanan/kiri)1Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)881.25m36.13.353,140.00311,204,625.00724.47543.35252Balok beton bertulang 25/40 Precast K.250400.00bhLs0.000.0060.00453Beton K-22522.31m36.23.622,364.6013,884,954.304,440.0033304Angkur dia 12 mm, P=40 cm420.00bhLs5,000.002,100,000.00162.00121.50.002HM 5+00 - 32+81 = 500 m (kanan/kiri)1Lining beton bertulang 25/40 Precast K.2505,562.00bhLs721,831.334,014,825,851.90724.47543.35252Balok beton bertulang 25/40 Precast K.250279.00bhLs0.000.0060.00453Beton sekat K-2256,975.00m36.23.622,364.604,340,993,107.144,440.0033304Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)4,080.37m36.13.353,140.001,440,941,861.80162.00121.50.003HM 32+81 - 41+80 = 799 m (Lining Kiri)1Balok beton bertulang 25/40 Precast K.250799.00bhLs0.000.0060.00452Tiang pancang beton 12 - 300640.00bh6.23+6.24+6.25227,300.61145,472,392.624,440.0033300.004HM 32+81 - 44+87 = 1206 m (Lining Kanan)1Lining beton bertulang 25/40 Precast K.2501,206.00bhLs721,831.33870,528,582.77724.47543.35252Balok beton bertulang 25/40 Precast K.250121.00bhLs0.000.0060.00453Beton sekat K-22522.68m36.23.622,364.6014,115,229.204,440.0033304Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)176.62m36.13.353,140.0062,371,586.80162.00121.55Tiang pancang beton 12 - 3001,206.00bh6.23+6.24+6.25227,300.61274,124,539.840.005HM 46+00 - 51+00 = 500 m (Lining Kiri)1Balok beton bertulang 25/40 Precast K.250500.00bhLs0.000.0060.00452Tiang pancang beton 12 - 300400.00bh6.23+6.24+6.25227,300.6190,920,245.390.006HM 46+00 - 52+00 = 600 m (Lining Kanan)1Balok beton bertulang 25/40 Precast K.250600.00bhLs0.000.0060.00452Balok sekat beton 25/30 Precast K.250600.00bhLs0.000.003Beton sekat K-22511.44m36.23.622,364.607,119,851.064,440.0033304Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)892.12m36.13.353,140.00315,043,256.80162.00121.55Tiang pancang beton 12 - 300480.00bh6.23+6.24+6.25227,300.61109,104,294.460.007HM 52+00 - 58+63 = 663 m (Lining Kanan)1Balok beton bertulang 25/40 Precast K.250663.00bhLs0.000.0060.00452Balok sekat beton 25/30 Precast K.250134.00bhLs0.000.003Beton sekat K-2253.77m36.23.622,364.602,346,314.554,440.0033304Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)1,126.86m36.13.353,140.00397,939,340.40162.00121.55Tiang pancang beton 12 - 300532.00bh6.23+6.24+6.25227,300.61120,923,926.360.008HM 58+63 - 66+21 = 758 m (Lining Kanan)1Lining beton bertulang 25/40 Precast K.250758.00bhLs721,831.33547,148,147.3860.00452Balok sekat beton 25/30 Precast K.250125.00bhLs0.000.003Beton sekat K-2254.27m36.23.622,364.602,657,496.864,440.0033304Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)1,278.22m36.13.353,140.00451,390,610.80162.00121.55Tiang pancang beton 12 - 300608.00bh6.23+6.24+6.25227,300.61138,198,772.990.009HM 66+21 - 70+35 = 414 m (Lining Kanan)1Lining beton bertulang 25/40 Precast K.250414.00bhLs721,831.33298,838,170.2160.00452Balok sekat beton 25/30 Precast K.25084.00bhLs0.000.003Beton sekat K-2252.36m36.23.622,364.601,468,780.464,440.0033304Lantai Pas. Batu kali 1Pc : 4Ps (batu tersedia 50 %)706.38m36.13.353,140.00249,451,033.20162.00121.55Tiang pancang beton 12 - 300332.00bh6.23+6.24+6.25227,300.6175,463,803.670.00SUB TOTAL IV0.00VSALURAN SEKUNDER LUWUKHM 01+07 - 06+37Lining Kiri1Galian tanah159.48m36.4.36,375.00