analisa teknikANALISA TEKNIKPROYEK: ACCESS ROAD PLTA UPPER CISOKANNO. PAKET KONTRAK: 058.PJ/120/PIKITRING JBN/2009JENIS PEKERJAAN: Lapis Pondasi MacadamSATUAN PEMBAYARAN: m2

NOURAIANKOEFSATUANKETERNGANIAsumsiJam kerja per hari8jamHari kerja per bulan26hariMaterial timbunan berupa tanah1 US$=Rp11,500.00

AMaterial1Geotextile non woven tipe polyfelt TS 50Koefisien geotextile(M01)1.1m22Benang(Dibutuhkan 0,25 m untuk menyambung 1 m2 geotekstil)Koefisien benang(M02)0.25m'3PasirKebutuhan geotekstile miring per 1 m70.36m2Volume pasir per 1 m geotekstile17.34m3Koefisien pasir0.25m30.0576701269

BALAT1Mesin jahit untuk penyambungan geotekstilProduksi per jam(Q)10m2Asumsi 1 mesin jahit dapat produksi maksimal selama 2 bulan(Qm)4160m2Harga 1 mesin jahit5,000,000.00Koefisien=1:Qm(E01)0.0002per m2

2Genset untuk menghidupkan mesin jahit (3 Kva)Asumsi genset dapat produksi maksimal selama 6 bulanBensin per jam2literHarga 1 buah genset baru10,000,000.00Bensin selama genset berproduksi 6 bulan (1248 jam)16,224,000.00ltrRp6,500/literTotal harga genset selama 3 6 bulan26,224,000.00106,080,000Koefisien=1:(Q x 8 x 26 x 6)(E02)0.0000801282051282per m2

3Excavator untuk menghampar pasirKapasitas bucket(v)0.8Faktor koreksi(F)- Efisiensi alat(f1)0.9- Berat volume material(f2)0.8- Isian bucket(f3)0.8- Angle swing & lokasi(f4)0.8F=f1 x f2 x f3 x f4(F)0.46Cycle time :(C)0.83menit0.01jamProduksi per jam (Q1)

Q1=F x v(Q1)26.6486746988m3Cinvolve50%

Koefisien alat/m3=1:Q1 x involve(E03)0.019

4Alat bantu1lsAlat menjahit dan benangAlat memotongCangkulPatokMeteranSekop

CTENAGAJam kerja per hari8jamProduksi yang dapat diselesaikan/jam(Q)10m2

Jumlah tenaga per hari :- mandor(p1)1org- tukang(p2)1org- pekerja(p3)4org

Koefisien tenaga- mandor=p1/Qm0.1org/jam- tukang=p2/Qm0.1org/jam- pekerja=p3/Qm0.4org/jam

harga satuanDAFTAR HARGA SATUANUPAHNOURAIANKETERANGANHARGA KONTRAKTORHARGA KONTRAKHARGA REFERENSISATHARGA SATUANSATHARGA SATUANKETERANGANSATHARGA SATUANKETERANGAN1Mandororg/hari100,000.00jam11,880.00jam11,880.00Harga Kontrak2Tukangorg/hari70,000.00jam9,460.00jam9,460.00Harga Kontrak3Tukang Jahit geotekstilorg/harijam14,256.00diasumsikan 120% dari upah MandorTukang penyambungan geogridorg/hari9,504.00diasumsikan 80% dari upah Mandor0%4Kepala Tukangorg/hari80,000.005Pekerjaorg/hari50,000.00jam6,380.00jam6,380.006Operatororg/hari200,000.00

MATERIALNOURAIANKETERANGANHARGA KONTRAKTORHARGA KONTRAKSATHARGA SATUANSATHARGA SATUANSATHARGA SATUANKETERANGAN1Batu belah (20/30)m3225,000.00m388,000.00Diambil dari harga batum3200,000.00Batu belah (15/20) Standar KBB 20142Batu belah (10/15)m3230,000.00m388,000.00Diambil dari harga batum3200,000.003Batu pecah (5/7)m3235,000.00m3148,500.00Diambil dari harga batu pecahm3148,500.00Harga bati pecah Kontrak4Pasirm3180,000.00m377,000.00m377,000.00Harga Kontrak5Geotextile non woven tipe polyfelt TS 50ukuran 4 x 175m228,175.00m248,000.00www.geotextile-geomembrane-geogrid.blogspot.com ( ekskalasi 15% tahun 2009)6Geotextile non woven tipe Mirafi 100/50ukuran 5 x 100m254,050.007Geogrid tipe Miragrid GX 40/40ukuran 5,2 x 100m265,550.00m265,550.00Harga Kontraktor8Karung Gonibh5,000.00bh2,000.00Karung kapasitas 50 kg Standar KBB 20149Cable tiesbh500.00bh650.00Anekamaju.com10Benangm'489.00m'489.00Harga Kontraktor11Tanah humuskg150.00kg150.00Harga Kontraktor12Bensinltr6,500.00

ALATNOURAIANKETERANGANHARGA KONTRAKTORHARGA KONTRAKSATHARGA SATUANSATHARGA SATUANSATHARGA SATUANKETERANGAN1Buldozer, 110 HPjam437,400.00jam418,000.00harga buldozer D65jam418,000.00Harga kontrak2Excavator 0,9 m3jam427,000.00jam335,500.00jam335,500.00Harga kontrak3Vibro Rollerjam347,000.00jam339,000.00harga vibro 8 tonjam339,000.00Harga kontrak4Mesin jahitbh5,000,000.00bh5,000,000.00Harga Kontraktor5Genset 5 Kvabh10,000,000.00jam85,000.00bh10,000,000.00Harga Kontraktor6Alat bantuls1,000.00ls2,000.00harga alat bantu pek. Stone masonryls2,000.00harga alat bantu pek. Stone masonry

AHS woven miringANALISIS HARGA SATUAN PEKERJAANPROYEK: ACCESS ROAD PLTA UPPER CISOKANNO. PAKET KONTRAK: 058.PJ/120/PIKITRING JBN/2009JENIS PEKERJAAN: Pemasangan Geotextile Non Woven (dipasang miring)SATUAN PEMBAYARAN: m2

NOURAIANSATUANVOLUMEHARGA KONTRAKTORHARGA KONTRAKHARGA REFERENSIHARGA SATUAN (Rp)JUMLAH HARGA (Rp)HARGA SATUAN (Rp)JUMLAH HARGA (Rp)HARGA SATUAN (Rp)JUMLAH HARGA (Rp)AUPAH1MandorOrg/jam0.10012,500.001,250.0011,880.001,188.0011,880.001,188.002Tukang JahitOrg/jam0.10015,000.001,500.009,460.00946.0014,256.001,425.603PekerjaOrg/jam0.4006,250.002,500.006,380.002,552.006,380.002,552.00JUMLAH HARGA UPAH5,250.004,686.005,165.60

BMATERIAL1Geotextile non wovenm21.10028,175.0030,992.500.048,000.0052,800.002Benang m'0.25489.00122.250.0489.00122.253Pasirm30.250180,000.0045,000.0077,000.0019,250.0077,000.0019,250.00JUMLAH HARGA MATERIAL76,114.7519,250.0072,172.25

CPERALATAN1Mesin jahitm20.00025,000,000.001,201.920.05,000,000.001,201.922Genset 5 Kva (+BBM)m20.000126,224,000.002,101.2885,000.006.8110,000,000.00801.283Excavatorjam0.0188427,000.008,011.66335,500.006,294.87335,500.006,294.874Alat bantuls11,000.001,000.002,000.002,000.002,000.002,000.00JUMLAH HARGA PERALATAN12,314.868,301.6810,298.08

DJUMLAH A+B+C93,679.6187,635.93EOVERHEAD & PROFIT ( 10% x D)9,367.968,763.59FHARGA SATUAN PEKERJAAN (D+E)103,047.5796,399.5293.55%

AHS Woven datarANALISA HARGA SATUANNama Proyek: Access Road PLTA Upper CisokanNo. Paket Kontrak: 058.PJ/120/PIKITRING JBN/2009Uraian Pekerjaan: Pemasangan Geotextile Woven (dipasang datar)Satuan: m2Harga Satuan: -

NOURAIANSATUANVOLUMEHARGA KONTRAKTORHARGA KONTRAKHARGA REFERENSIKeteranganHARGA SATUAN (Rp)JUMLAH HARGA (Rp)SATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)SATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)AUPAH1MandorOrg/jam0.100012,500.001,250.00Org/hari0.100011,880.001,188.00Org/hari0.100011,880.001,188.002Tukang JahitOrg/jam0.100015,000.001,500.00Org/hari0.100026,136.002,613.60Org/hari0.100014,256.001,425.6020% lebih banyak dari mandor3PekerjaOrg/jam0.40006,250.002,500.00Org/hari0.40006,380.002,552.00Org/hari0.40006,380.002,552.005,250.006,353.605,165.60BMATERIAL1Geotextile Wovenm21.100054,050.0059,455.00m31.10000.00.0m31.100048,000.0052,800.00www.geotextile-geomembrane-geogrid.blogspot.comtahun 20092Benangm'0.2500489.00122.25m'0.25000.00.0m'0.2500489.00122.25asumsi 1 kg benang = 100m59,577.250.052,922.25CPERALATAN1Mesin Jahitm20.00025,000,000.001,201.92m20.00020.00.0m20.00025,000,000.001,000.002Genset 5 kVA (+BBM)m20.000126,224,000.002,101.28m20.000185,000.008.50m20.000110,000,000.001,000.003Excavatorjam0.0226427,000.009,652.60jam0.0226335,500.007,582.30jam0.0226335,500.007,582.300.9 m34Bulldozerjam0.0251437,400.0010,986.33jam0.0251418,000.0010,491.80jam0.0251418,000.0010,491.80D655Vibro Rollerjam0.0133347,000.004,626.67jam0.0133339,000.004,508.70jam0.0133339,000.004,508.708t6Alat Bantuls1.00001,000.001,000.00ls1.00002,000.002,000.00ls1.00002,000.002,000.0029,568.7924,591.3026,582.80

DJumlah A+B+C94,396.0484,670.65EOver head + profit10%9,439.608,467.07FHarga Satuan Pekerjaan(D+E)103,835.6484,670.65

AHS Geogrid WeatheredRockANALISA HARGA SATUANNama Proyek: Access Road PLTA Upper CisokanNo. Paket Kontrak: 058.PJ/120/PIKITRING JBN/2009Uraian Pekerjaan: Pemasangan Geogrid (dipasang dengan kondisi tanah berbatu/weather rock)Satuan: m2Harga Satuan: -

NOURAIANHARGA KONTRAKTORHARGA KONTRAKHARGA REFERENSIKeteranganSATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)SATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)SATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)AUPAH1MandorOrg/jam0.200012,500.002,500.00Org/jam0.200011,880.002,376.00Org/jam0.200011,880.002,376.002Tukang penyambungan geogridOrg/jam0.400010,000.004,000.00Org/jam0.40000.0Org/jam0.40009,504.003,801.600.83PekerjaOrg/jam0.80006,250.005,000.00Org/jam0.80000.0Org/jam0.80006,380.005,104.0011,500.002,376.0011,281.60BMATERIAL1Geogridm21.100065,550.0072,105.00m21.10000.0m21.100065,550.0072,105.002Cable tiesbh0.0400500.0020.00bh0.04000.0bh0.0400650.0026.0072,125.000.072,131.00CPERALATAN1Excavatorjam0.0339427,000.0014,478.89jam0.0339335,500.0011,376.27jam0.0339335,500.0011,376.272Bulldozerjam0.0377437,000.0016,474.90jam0.0377418,000.0015,758.60jam0.0377418,000.0015,758.603Vibro Rollerjam0.0133347,000.004,615.10jam0.0133339,000.004,508.70jam0.0133339,000.004,508.704Alat Bantuls1.00001,000.001,000.00ls1.0000500.00500.00ls1.00002,000.002,000.0036,568.8932,143.5733,643.57

DJumlah A+B+C120,193.89117,056.17EOver head + profit10%12,019.3911,705.62FHarga Satuan Pekerjaan(D+E)132,213.28128,761.7997%

AHS Geogrid HumusANALISA HARGA SATUANNama Proyek: Access Road PLTA Upper CisokanNo. Paket Kontrak: 058.PJ/120/PIKITRING JBN/2009Uraian Pekerjaan: Pemasangan Geogrid (dipasang di tepi timbunan dilengkapi dengan tanah humus dimasukkan ke karung goni)Satuan: m3Harga Satuan: -

NOURAIANHARGA KONTRAKTORHARGA KONTRAKHARGA REFERENSIKeteranganSATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)SATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)SATUANVOLUMEHARGA SATUAN (Rp)JUMLAH HARGA (Rp)AUPAH1MandorOrg/jam0.400012,500.005,000.00Org/jam0.400011,800.004,720.00Org/jam0.400011,880.004,752.002Tukang penyambungan geogridOrg/jam0.800010,000.008,000.00Org/jam0.80009,460.007,568.00Org/jam0.80009,504.007,603.203PekerjaOrg/jam1.60006,250.0010,000.00Org/jam1.60006,380.0010,208.00Org/jam1.60006,380.0010,208.0023,000.0022,496.0022,563.20BMATERIAL1Geogridm24.400065,550.00288,420.00m24.40000.0m24.400065,550.00288,420.002Cable tiesbh0.0400500.0020.00bh0.0400bh0.0400650.0026.003Karung gonibh4.00005,000.0020,000.00bh4.0000bh4.00002,000.008,000.004Tanah humuskg200.0000150.0030,000.00kg200.00000.0kg200.0000150.0030,000.00338,440.000.0326,446.00CPERALATAN1Excavatorjam0.0271427,000.0011,583.12jam0.0271335,500.009,101.02jam0.0271335,500.009,101.022Alat Bantuls1.00001,000.001,000.00ls1.0000500.00500.00ls1.00002,000.002,000.0012,583.129,601.0211,101.02

DJumlah A+B+C374,023.12360,110.22EOver head + profit10%37,402.3136,011.02FHarga Satuan Pekerjaan(D+E)411,425.43396,121.2596%