Analisa Harga Satuan (SNI)

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SNI

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SipilANALISA HARGA SATUAN (DASAR)NoItem PekerjaanHarga /m2Harga Satuan /m2(Rp)(Rp)Pekerja0.3200hr3500011,2001Pekerjaan Pasangan Bata Merah (1:2) : (per m2)51,425Tukang batu0.1000hr500005,000Material :Mandor0.0150hr750001,125-Batu Bata Merah : 75 pcs @ Rp.220 /pcs16,500Kepala Tukang0.0100hr60000600-Adukan (1 : 2) tebal 2 cm: Rp. 350000 /m3 atau Rp. 7000/m27,000220000Semen Rp. 37.000/sak ; 20 sak/m3Pasir Rp. 155.000/m3-Ongkos kirim material5,000103333.333333333-Ongkos Penurunan Material5,000Ongkos Pasang :KoefisienunitHarga246666.666666667-Tukang Batu0.1hr50,0005,000350000-Knek / Pekerja0.32hr35,00011,2007000-Kepala Tukang0.01hr60,000600-Mandor Sipil (Supervisi)0.015hr75,0001,1252Pekerjaan Pasangan Bata Merah (1:3) : (per m2)50,525Material :-Batu Bata Merah : 75 pcs @ Rp.220 /pcs16,500-Adukan (1 : 3) tebal 2 cm: Rp. 301250 /m3 atau Rp. 6.100/m26,1000.048129166.666666667116250Semen Rp. 37.000/sak ; 20 sak/m3123333.333333333185000Pasir Rp. 155.000/m3252500301250-Ongkos Penurunan Material5,000-Ongkos kirim material5,00050506025Ongkos Pasang :KoefisienunitHarga-Tukang Batu0.1hr50,0005,000-Knek / Pekerja0.32hr35,00011,200-Kepala Tukang0.01hr60,000600-Mandor Sipil (Supervisi)0.015hr75,0001,1253Pekerjaan Pasangan Bata Merah (1:5) : (per m2)49,525Material :-Batu Bata Merah : 75 pcs @ Rp.220 /pcs16,500-Adukan (1 : 5) tebal 2 cm: Rp. 252000 /m3 atau Rp. 5.100/m25,100Semen Rp. 37.000/sak ; 20 sak/m3Pasir Rp. 155.000/m3-Ongkos Penurunan Material5,000-Ongkos kirim material Rp. 5.000/m25,000Ongkos Pasang :KoefisienunitHarga-Tukang Batu0.1hr50,0005,000-Knek / Pekerja0.32hr35,00011,200-Kepala Tukang0.01hr60,000600-Mandor Sipil (Supervisi)0.015hr75,0001,1254Pekerjaan Plesteran & Aci ( 1 : 2)33,050Material Adukan:-Adukan (1 : 2) tebal 1,5 cm: Rp. 350000 /m3 atau Rp. 5300/m25,300Pasir pasang0.0170Semen Rp. 37.000/sak ; 20 sak/m3Semen PC ( 50 kg )8.5200Pasir Rp. 155.000/m3Pekerja0.2000-Ongkos Penurunan Material5,000Tukang batu0.1500-Ongkos kirim material Rp. 5.000/m25,000Mandor0.0100-Semen Acian2kg8001,600Kepala Tukang0.0150Ongkos Pasang :KoefisienunitHarga-Tukang Batu0.15hr50,0007,5005250-Knek / Pekerja0.2hr35,0007,000-Kepala Tukang0.015hr60,000900-Mandor Sipil (Supervisi)0.01hr75,0007505Pekerjaan Plesteran & Aci ( 1 : 5)29,950Material :3780-Adukan (1 : 5) tebal 1,5 cm: Rp. 252000 /m3 atau Rp. 3800/m23,800Semen Rp. 37.000/sak ; 20 sak/m3Pasir Rp. 155.000/m3-Ongkos Penurunan Material5,000-Ongkos kirim material Rp. 5.000/m25,000Ongkos Pasang :KoefisienunitHarga-Tukang Batu0.15hr50,0007,500-Knek / Pekerja0.2hr35,0007,000-Kepala Tukang0.015hr60,000900-Mandor Sipil (Supervisi)0.01hr75,0007506Pekerjaan Lantai Homogeneus Tile 60x60 cmMaterial :157,050-Homogeneus Tile 60 x 60 cm100,000Merk D'eurogres Type FHQ 6207 Abu-abu-Plesteran tebal 4 cm (Adukan 1: 3)12,050-Pemotongan Keramik5,000-Pengisian sela-sela antar keramik dgn AM 532,000-Pembersihan dengan bahan G0-Getter, Johnson Wax3,000-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos pasang25,0006Pekerjaan Lantai Homogeneus Tile 60x60 cm (include bongkar lantai existing)Material :164,550-Homogeneus Tile 60 x 60 cm100,000Merk D'eurogres Type FHQ 6207 Abu-abu-Plesteran tebal 4 cm (Adukan 1: 3)12,050-Pemotongan Keramik5,000-Pengisian sela-sela antar keramik dgn AM 532,000-Pembersihan dengan bahan G0-Getter, Johnson Wax3,000-Bongkar & Buang puing floor tile existing7,500-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos pasang25,0006Pekerjaan Lantai Ceramic Tile 40 x 40 cmMaterial :91,550-Ceramic Tile 40 x 40 cm40,000ex. Roman Gress-Plesteran tebal 4 cm (Adukan 1: 3)12,050-Pemotongan Keramik2,500-Pengisian sela-sela antar keramik dgn AM 532,000-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos pasang25,0006Pekerjaan Lantai Ceramic Tile 40 x 40 cm (include bongkar lantai existing)Material :99,050-Ceramic Tile 40 x 40 cm40,000ex. Roman Gress-Plesteran tebal 4 cm (Adukan 1: 3)12,050-Pemotongan Keramik2,500-Pengisian sela-sela antar keramik dgn AM 532,000-Bongkar & Buang puing floor tile existing7,500-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos pasang25,0007Pekerjaan Partisi Gypsum Standard 1 Muka ( Hollow 40x40 cm )97,150KoefisienunitHarga-Hollow 40x40 mm 0.8 mm1.389btg28,00038,900-Jaya Board 12 mm0.347lbr57,00019,800-Paper tape0.096rol16,2001,600-Finishing Compound0.347kg2,8501,000-Gypsum Screw14pcs50700-Phiser S82pcs2550-Screw S82pcs50100-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos Pasang25,0008Pekerjaan Partisi Gypsum Standard 2 Muka ( Hollow 40x40 cm )120,250KoefisienunitHarga-Hollow 40x40 mm 0.8 mm1.389btg28,00038,900-Jaya Board 12 mm0.694lbr57,00039,600-Paper tape0.192rol16,2003,200-Finishing Compound0.694kg2,8502,000-Screw28pcs501,400-Phiser S82pcs2550-Screw S82pcs50100-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos Pasang25,0009Pekerjaan Pemasangan Plafon Gypsum Standard ( Hollow 40x40 cm )91,400KoefisienunitHarga-Hollow 40x40 mm 0.8 mm1.042btg28,00029,200-Gantungan0.25btg28,0007,000-Connector / Hollow Clip1.388pcs625900-Suspension Bracket to Concrete 2200.694pcs925700-gun powder + nails0.694set2,0001,400-Jaya Board 9 mm0.347lbr45,00015,700-Lis Gypsum 10 cm0.15btg17,5002,700-Paper tape0.096rol16,2001,600-Finishing Compound0.347kg2,8501,000-Screw14pcs50700-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos Pasang (include gypsum):20,50010Pekerjaan Pemasangan Plafon Gypsum Standard (Metal Furing)109,000Material (ex. Jaya Board) :KoefisienunitHarga-Suspension clip PN 2232.778pcs2,3756,600-Suspension Rod PN 2250.694btg7,6005,300-Joiner PN 2071.388pcs8001,200-Connector PN 2091.388pcs625900-Top Cros Rail PN 2000.694btg23,20016,200-Furring Channel PN 2040.694btg35,30024,500-Suspension Bracket to Concrete 2200.694pcs925700-gun powder + nails0.694set2,0001,400-Jaya Board 9 mm0.347lbr45,00015,700-Lis Gypsum 10 cm0.15btg17,5002,700-Paper tape0.096rol16,2001,600-Finishing Compound0.347kg2,8501,000-Screw14pcs50700-Ongkos kirim5,000-Ongkos Penurunan Material5,000-Ongkos Pasang (include gypsum):20,50011Pekerjaan Bore Pile K-250KoefisienunitHarga2,481,500-Mobilisasi & Demobilisasi-Pekerjaan persiapan-Pengeboran-Handling Beton-Handling pembesian1m3445,500445,500-Beton250kg8,0002,000,000-Besi1m336,00036,00012Pekerjaan Pile Cap Beton K-250KoefisienunitHarga2,481,500-Adukan Beton K-250 (Ready mix)1m3445,500445,500-Pembesian250kg8,0002,000,000-Bekisting Batako1m336,00036,00013Pekerjaan Kolom Beton K-250KoefisienunitHarga1,866,600-Adukan Beton K-250 (Ready mix)1m3445,500445,500-Pembesian160kg8,0001,280,000-Bekisting kayu/multipleks 9 mm1m3141,100141,10014Pekerjaan Balok Beton K-250KoefisienunitHarga2,279,500-Adukan Beton K-250 (Ready mix)1m3445,500445,500-Pembesian170kg8,0001,360,000-Perancah Kayu1m3332,900332,900-Bekisting kayu/multipleks 9 mm1m3141,100141,10015Pekerjaan Pelat Lantai K-300 (Rigid driveway)KoefisienunitHarga1,770,800-Adukan Beton K-300 (Ready mix)1m3467,500467,500-Pembesian110kg8,000880,000-Bekisting Pelat Besi1m3$ 423,300423,300

Sub Kontraktor Sipil :Rp. 15000 /m2Sub Kontraktor Sipil :Rp. 15000 /m2Sub Kontraktor Sipil :Rp. 15000 /m2Sub Kontraktor Sipil :Rp. 15000 /m2Sub Kontraktor Sipil :Rp. 15000 /m2Length : 75 mLength : 2 mUB 10 Rp. 57000 / sak=20 kgLength : 2 mLength : 75 mUB 10 Rp. 57000 / sak=20 kgLength : 75 mUB 10 Rp. 57000 / sak=20 kgLength : 75 mUB 10 Rp. 57000 / sak=20 kg

TanahRESUME ANALISA TEKNISHARGA SATUAN PEKERJAAN TANAHNOURAIANKOEF.SAT.HARGA SAT.JUMLAHTN: PEKERJAAN TANAH1 m3 - Perataan TanahPekerja0.0500hr$ 35,000$ 1,750Mandor0.0050hr$ 75,000$ 375Alat bantu0.6000set$ 319$ 191JUMLAH$ 2,316DIBULATKAN$ 2,3001 m3 - Galian Tanah Biasa Kedalamn 1 mPekerja0.4000hr$ 35,000$ 14,000Mandor0.0400hr$ 75,000$ 3,000JUMLAH$ 17,000DIBULATKAN$ 17,0001 m3 - Galian Tanah Biasa Kedalamn 1 m - 2 mPekerja0.5260hr$ 35,000$ 18,410Mandor0.0520hr$ 75,000$ 3,900JUMLAH$ 22,310DIBULATKAN$ 22,3001 m3 - Galian Tanah Biasa Kedalamn 2 m - 3 mPekerja0.7350hr$ 35,000$ 25,725Mandor0.0730hr$ 75,000$ 5,475JUMLAH$ 31,200DIBULATKAN$ 31,2001 m3 - Galian Tanah KerasPekerja0.6250hr$ 35,000$ 21,875Mandor0.0620hr$ 75,000$ 4,650JUMLAH$ 26,525DIBULATKAN$ 26,5001 m3 - Galian Tanah BerbatuPekerja1.2500hr$ 35,000$ 43,750Mandor0.1250hr$ 75,000$ 9,375JUMLAH$ 53,125DIBULATKAN$ 53,1001 m3 - Galian Tanah LumpurPekerja0.8230hr$ 35,000$ 28,805Mandor0.0830hr$ 75,000$ 6,225JUMLAH$ 35,030DIBULATKAN$ 35,0001 m3 - Angkutan Galian Jarak Max. 30 mPekerja0.5160hr$ 35,000$ 18,060Mandor0.5000hr$ 75,000$ 37,500JUMLAH$ 55,560DIBULATKAN$ 55,6001 m3 - Urugan Kembali Galian TanahPekerja0.1920hr$ 35,000$ 6,720Mandor0.0190hr$ 75,000$ 1,425JUMLAH$ 8,145DIBULATKAN$ 8,1001 m3 - Pemadatan Tanah ( tiap 20 cm )Pekerja0.5000hr$ 35,000$ 17,500Mandor0.0500hr$ 75,000$ 3,750JUMLAH$ 21,250DIBULATKAN$ 21,3001 m3 - Pemadatan tanah ( tiap 20 cm ) dengan timbrisPekerja0.5000hr$ 35,000$ 17,500Mandor0.0500hr$ 75,000$ 3,750JUMLAH$ 21,250DIBULATKAN$ 21,3001 m3 - Urugan Pasir Bawah Lantai & PondasiPasir urug1.2000m3$ 104,500$ 125,400Pekerja0.3000hr$ 35,000$ 10,500Mandor0.0100hr$ 75,000$ 750Alat bantu0.6000set$ 20,498$ 12,299JUMLAH$ 148,949DIBULATKAN$ 148,9001 m3 - Urugan tanah bekas galian pondasi ( manual )Pekerja0.5000hr$ 35,000$ 17,500Mandor0.0200hr$ 75,000$ 1,500Alat bantu0.6000set$ 2,850$ 1,710JUMLAH$ 20,710DIBULATKAN$ 20,7001 m3 - Urugan SirtuSirtu1.2000m3$ 104,500$ 125,400Pekerja0.2500hr$ 35,000$ 8,750Mandor0.0250hr$ 75,000$ 1,875Alat bantu0.6000set$ 20,404$ 12,242JUMLAH$ 148,267DIBULATKAN$ 148,3001 m3 - Bongkaran / Galian Struktur Bangunan ( manual )Pekerja2.3520hr$ 35,000$ 82,320Mandor0.0388hr$ 75,000$ 2,910Alat bantu1.0000set$ 12,785$ 12,785JUMLAH$ 98,015DIBULATKAN$ 98,0001 m3 - Bongkaran / Galian Struktur bangunan ( alat berat )Pekerja1.9600hr$ 35,000$ 68,600Mandor0.0323hr$ 75,000$ 2,423Kompresor kap 400-6500 ltr/ mnt0.1000jam$ 50,000$ 5,000Jack Hammer0.1000jam$ 30,000$ 3,000JUMLAH$ 79,023DIBULATKAN$ 79,000

Pondasi & BetonRESUME ANALISA TEKNISHARGA SATUAN PEKERJAAN PONDASI & BETONNOURAIANKOEF.SAT.HARGA SAT.JUMLAHPDS: PEKERJAAN PONDASI BATU KALI1 m3 - Pas. Pondasi batu kali 1 : 2Pasir pasang0.4270m3$ 140,800$ 60,122$ 140,800$ 60,122Batu kali1.1000m3$ 137,500$ 151,250$ 137,500$ 151,250Semen PC ( 50 kg )267.0000kg$ 814$ 217,338$ 814$ 217,338Pekerja1.5000hr$ 35,000$ 52,500$ 33,000$ 49,500Tukang batu0.6000hr$ 45,000$ 67,500$ 44,000$ 66,000Mandor0.0750hr$ 75,000$ 45,000$ 71,500$ 42,900Kepala tukang0.0600hr$ 65,000$ 3,900$ 60,500$ 3,630JUMLAH$ 597,610$ 590,740DIBULATKAN$ 597,600$ 590,700BTN: PEKERJAAN BETON1 m3 - Cor beton K.125 ( manual )Pasir beton0.5070m3$ 154,000$ 78,078$ 154,000$ 78,078Split pecah mesin 2/30.7160m3$ 148,500$ 106,326$ 148,500$ 106,326Semen PC 50 kg5.0000zak$ 37,000$ 185,000$ 40,700$ 203,500Pekerja1.8000hr$ 35,000$ 63,000$ 33,000$ 59,400Tukang batu0.4750hr$ 45,000$ 21,375$ 44,000$ 20,900mandor0.2858hr$ 75,000$ 21,435$ 71,500$ 20,435Alat bantu2.5000set$ 23,761$ 59,402$ 24,432$ 61,080JUMLAH$ 534,616$ 549,719DIBULATKAN$ 534,600$ 549,7001 m3 - Cor beton K. 175 ( manual )Pasir beton0.5070m3$ 154,000$ 78,078$ 154,000$ 78,078Split pecah mesin 2/30.7160m3$ 148,500$ 106,326$ 148,500$ 106,326Semen PC 50 kg9.0000zak$ 37,000$ 333,000$ 40,700$ 366,300Pekerja1.8000hr$ 35,000$ 63,000$ 33,000$ 59,400Tukang batu0.4858hr$ 45,000$ 21,861$ 44,000$ 21,375mandor0.2608hr$ 75,000$ 19,560$ 71,500$ 18,647Alat bantu2.5000set$ 31,091$ 77,728$ 32,506$ 81,266JUMLAH$ 699,553$ 731,392DIBULATKAN$ 699,600$ 731,4001 m3 - Cor beton K. 225 ( manual )Pasir beton0.5070m3$ 154,000$ 78,078$ 154,000$ 78,078Split pecah mesin 2/30.7160m3$ 148,500$ 106,326$ 148,500$ 106,326Semen PC 50 kg11.0000zak$ 37,000$ 407,000$ 40,700$ 447,700Pekerja1.8000hr$ 35,000$ 63,000$ 33,000$ 59,400Tukang batu0.2608hr$ 45,000$ 11,736$ 44,000$ 11,475mandor0.5858hr$ 75,000$ 43,935$ 71,500$ 41,885Alat bantu2.5000set$ 35,504$ 88,759$ 37,243$ 93,108JUMLAH$ 798,834$ 837,972DIBULATKAN$ 798,800$ 838,0001 m3 - Cor beton K. 250 ( manual )Pasir beton0.4000m3$ 154,000$ 61,600$ 154,000$ 61,600Split pecah mesin 2/30.7400m3$ 148,500$ 109,890$ 148,500$ 109,890Semen PC 50 kg11.8000zak$ 37,000$ 436,600$ 40,700$ 480,260Pekerja1.8000hr$ 35,000$ 63,000$ 33,000$ 59,400Tukang batu0.2620hr$ 45,000$ 11,790$ 44,000$ 11,528mandor0.6270hr$ 75,000$ 47,025$ 71,500$ 44,831Alat bantu2.5000set$ 36,495$ 91,238$ 38,375$ 95,939JUMLAH$ 821,143$ 863,447DIBULATKAN$ 821,100$ 863,4001 m3 - Cor beton K. 125 dengan readymixBeton readymix K. 1251.0000m3$ 410,000$ 410,000$ 410,000$ 410,000Pekerja0.5508hr$ 35,000$ 19,278$ 33,000$ 18,176Tukang batu0.1377hr$ 45,000$ 6,196$ 44,000$ 6,059mandor0.0688hr$ 75,000$ 5,160$ 71,500$ 4,919Alat bantu2.5000set$ 22,032$ 55,079$ 21,958$ 54,894JUMLAH$ 495,714$ 494,049DIBULATKAN$ 495,700$ 494,0001 m3 - Cor beton K. 225 dengan readymixBeton readymix K. 2251.0000m3$ 462,000$ 462,000$ 462,000$ 462,000Pekerja0.6885hr$ 35,000$ 24,098$ 33,000$ 22,721Tukang batu0.1377hr$ 45,000$ 6,196$ 44,000$ 6,059mandor0.0688hr$ 75,000$ 5,160$ 71,500$ 4,919Concrete vibrator0.4819jam$ 30,000$ 14,457$ 30,000$ 14,457Alat bantu2.5000set$ 25,596$ 63,989$ 25,508$ 63,769JUMLAH$ 575,900$ 573,925DIBULATKAN$ 575,900$ 573,9001 m3 - Cor beton K. 250 dengan readymixBeton readymix K. 2501.0000m3$ 467,800$ 467,800$ 467,800$ 467,800Pekerja0.6885hr$ 35,000$ 24,098$ 33,000$ 22,721Tukang batu0.1377hr$ 45,000$ 6,196$ 44,000$ 6,059mandor0.0688hr$ 75,000$ 5,160$ 71,500$ 4,919Concrete vibrator0.4819jam$ 30,000$ 14,457$ 30,000$ 14,457Alat bantu2.5000set$ 25,886$ 64,714$ 25,798$ 64,494JUMLAH$ 582,425$ 580,450DIBULATKAN$ 582,400$ 580,4001 m3 - Cor beton K. 300 dengan readymixBeton readymix K. 3001.0000m3$ 485,100$ 485,100$ 485,100$ 485,100Pekerja0.6885hr$ 35,000$ 24,098$ 33,000$ 22,721Tukang batu0.1377hr$ 45,000$ 6,196$ 44,000$ 6,059mandor0.0688hr$ 75,000$ 5,160$ 71,500$ 4,919Concrete vibrator0.4819jam$ 30,000$ 14,457$ 30,000$ 14,457Alat bantu2.5000set$ 26,751$ 66,876$ 26,663$ 66,657JUMLAH$ 601,887$ 599,912DIBULATKAN$ 601,900$ 599,9001 m3 - Cor beton K. 350 dengan readymixBeton readymix K. 3501.0000m3$ 490,900$ 490,900$ 490,900$ 490,900Pekerja0.6885hr$ 35,000$ 24,098$ 33,000$ 22,721Tukang batu0.1377hr$ 45,000$ 6,196$ 44,000$ 6,059mandor0.0688hr$ 75,000$ 5,160$ 71,500$ 4,919Concrete vibrator0.4819jam$ 30,000$ 14,457$ 30,000$ 14,457Alat bantu2.5000set$ 27,041$ 67,601$ 26,953$ 67,382JUMLAH$ 608,412$ 606,437DIB...

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