Analisa SNI

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DAFTAR ANALISA HARGA SATUAN

I. PEKERJAAN TANAH

SNI DT-91-0006-2007-6.11 M3Galian Tanah ManualTenaga-Pekerja0.7500OHxRp45,000.00=Rp33,750.00-Mandor0.0250OHxRp60,000.00=Rp1,500.00Jumlah=Rp35,250.00Dibulatkan=Rp35,200.001 M3Galian Tanah Menggunakan Alat Berat Untuk KolamTenaga-Pekerja0.0346OHxRp45,000.00=Rp1,555.56-Mandor0.0173OHxRp60,000.00=Rp1,037.04Alat-Excavator0.0173JamxRp286,700.00=Rp4,955.31-Dump Truck0.1493JamxRp241,500.00=Rp36,059.52-Alat Bantu1.0000LsxRp2,500.00=Rp2,500.00JumlahRp46,107.42Dibulatkan=Rp46,100.00SNI DT-91-0006-20071 M3Urugan Sirtu PadatBahan-Pasir Urug1.2000mxRp125,000.00=Rp150,000.00Tenaga-Pekerja0.2500OHxRp45,000.00=Rp11,250.00-Mandor0.0100OHxRp60,000.00=Rp600.00Jumlah=Rp161,850.00Dibulatkan=Rp161,800.00SNI DT-91-0006-2007-6.111 M3Urugan Pasir Bawah PondasiBahan-Pasir Urug1.2000mxRp25,000.00=Rp30,000.00Tenaga-Pekerja0.3000OHxRp45,000.00=Rp13,500.00-Mandor0.0100OHxRp60,000.00=Rp600.00Jumlah=Rp44,100.00Dibulatkan=Rp44,100.00

SNI DT-91-0006-20071 M3Mengurug Tanah Timbun (dari luar) untuk Peninggian Elevasi LantaiBahan-Tanah Urug1.2000mxRp15,000.00=Rp18,000.00Tenaga-Pekerja0.6584OHxRp45,000.00=Rp29,629.63-Mandor0.1646OHxRp60,000.00=Rp9,876.54Alat-Whell Loader0.0235JamxRp309,800.00=Rp7,285.13-Dump Truck0.1847JamxRp241,500.00=Rp44,614.46-Motor Grader0.0046JamxRp326,100.00=Rp1,500.63-Vibrator Roller0.0075JamxRp213,300.00=Rp1,606.17-Water Tank0.0070JamxRp189,600.00=Rp1,332.53Jumlah=Rp113,845.09Dibulatkan=Rp113,800.00

III. PEKERJAAN PONDASISNI DT-91-0007-2007-6.21 M3Pasangan Batu Kali 1 PC : 5 PsBahan-Batu Kali 15 cm/20 cm1.2000mxRp175,000.00=Rp210,000.00-Pasir pasang0.5440mxRp75,000.00=Rp40,800.00-Semen Portland136.0000KgxRp1,800.00=Rp244,800.00Tenaga-Pekerja1.5000OrgxRp45,000.00=Rp67,500.00-Tukang 0.7500OrgxRp65,000.00=Rp48,750.00-Kepala Tukang0.0750OrgxRp70,000.00=Rp5,250.00-Mandor0.0750OrgxRp60,000.00=Rp4,500.00Jumlah=Rp621,600.00Dibulatkan=Rp621,600.00

IV. PEKERJAAN BETONSNI DT-91-0008-2007-6.1 (K 100)1 M3Beton Mutu fc = 7,4 Mpa (K100), Slump (122) cm, w/c = 0,87 (Lantai Kerja) Tebal 5 CmBahan-Pasir Beton0.6207mxRp122,000.00=Rp75,725.40-Kerikil Beton0.7400mxRp125,000.00=Rp92,500.00-Semen Portland247.0000KgxRp1,800.00=Rp444,600.00-Air215.0000LtrxRp15.00=Rp3,225.00Tenaga-Pekerja1.6500OHxRp45,000.00=Rp74,250.00-Tukang 0.2750OHxRp65,000.00=Rp17,875.00-Kepala Tukang0.0280OHxRp70,000.00=Rp1,960.00-Mandor0.0830OHxRp60,000.00=Rp4,980.00Jumlah A=Rp715,115.40Untuk 1 m2 Teb. 5 Cm = 1/20 x Jumlah A=Rp35,755.77Dibulatkan=Rp35,700.00SNI DT-91-0008-2007-6.1 (K 100)1 M3Beton Mutu fc = 7,4 Mpa (K100), Slump (122) cm, w/c = 0,87 (Lantai Kerja) Tebal 10 CmBahan-Pasir Beton0.6207mxRp122,000.00=Rp75,725.40-Kerikil Beton0.7400mxRp125,000.00=Rp92,500.00-Semen Portland247.0000KgxRp1,800.00=Rp444,600.00-Air215.0000LtrxRp15.00=Rp3,225.00Tenaga-Pekerja1.6500OHxRp45,000.00=Rp74,250.00-Tukang 0.2750OHxRp65,000.00=Rp17,875.00-Kepala Tukang0.0280OHxRp70,000.00=Rp1,960.00-Mandor0.0830OHxRp60,000.00=Rp4,980.00Jumlah A=Rp715,115.40Untuk 1 m2 Teb. 10 Cm = 1/10 x Jumlah A=Rp71,511.54Dibulatkan=Rp71,500.00SNI DT-91-0007-2007- (K 225)1 M3Beton Mutu f'c = 20 Mpa (K225), Slump (122) cm, w/c = 0,56Bahan-Beton Ready Mix K-2251.0000mxRp1,250,000.00=Rp1,250,000.00

Tenaga-Pekerja1.6500OHxRp45,000.00=Rp74,250.00-Tukang 0.2750OHxRp65,000.00=Rp17,875.00-Kepala Tukang0.0280OHxRp70,000.00=Rp1,960.00-Mandor0.0830OHxRp60,000.00=Rp4,980.00Jumlah=Rp1,349,065.00Dibulatkan=Rp1,349,000.00

SNI DT-91-0008-2007-6.171 KgBesi PolosBahan-Besi Beton Polos1.0500KgxRp8,500.00=Rp8,925.00-Kawat Beton0.0500KgxRp19,600.00=Rp980.0050Tenaga-Pekerja0.0070OHxRp45,000.00=Rp315.00-Tukang 0.0070OHxRp65,000.00=Rp455.00-Kepala Tukang0.0007OHxRp70,000.00=Rp49.00-Mandor0.0004OHxRp60,000.00=Rp24.00Jumlah=Rp10,748.00Dibulatkan=Rp10,700.00

SNI DT-91-0008-2007-6.181 KgBesi UlirBahan-Besi Beton Ulir1.0500KgxRp10,500.00=Rp11,025.00-Kawat Beton0.0500KgxRp19,600.00=Rp980.00Tenaga-Pekerja0.0070OHxRp45,000.00=Rp315.00-Tukang 0.0070OHxRp65,000.00=Rp455.00-Kepala Tukang0.0007OHxRp70,000.00=Rp49.00-Mandor0.0004OHxRp60,000.00=Rp24.00Jumlah=Rp12,848.00Dibulatkan=Rp12,800.00

SNI DT-91-0008-2007-6.20 ( Bekisting Pondasi )1 MBekisting untuk PondasiBahan-Kayu Kelas III 0.0400mxRp1,900,000.00=Rp76,000.00-Paku 5 cm - 10 cm0.3000KgxRp12,000.00=Rp3,600.00-Minyak Bekisting0.1000LtrxRp22,000.00=Rp2,200.00Tenaga-Pekerja0.5200OHxRp45,000.00=Rp23,400.00-Tukang 0.2600OHxRp65,000.00=Rp16,900.00-Kepala Tukang0.0260OHxRp70,000.00=Rp1,820.00-Mandor0.0260OHxRp60,000.00=Rp1,560.00Jumlah=Rp125,480.00Digunakan 2 Kali Pakai=Rp62,740.00Dibulatkan=Rp62,700.00

SNI DT-91-0008-2007-6.21 ( Bekisting Sloof )1 MBekisting untuk SloofBahan-Kayu Kelas III0.0450mxRp1,900,000.00=Rp85,500.00-Paku 5 cm - 10 cm0.3000KgxRp12,000.00=Rp3,600.00-Minyak Bekisting0.1000LtrxRp22,000.00=Rp2,200.00Tenaga-Pekerja0.5200OHxRp45,000.00=Rp23,400.00-Tukang 0.2600OHxRp65,000.00=Rp16,900.00-Kepala Tukang0.0260OHxRp70,000.00=Rp1,820.00-Mandor0.0260OHxRp60,000.00=Rp1,560.00Jumlah=Rp134,980.00Digunakan 2 Kali Pakai=Rp67,490.00Dibulatkan=Rp67,400.00

SNI DT-91-0008-2007-6.22 ( Bekisting Kolom )1 MBekisting untuk KolomBahan-Kayu Kelas III0.0400mxRp1,900,000.00=Rp76,000.00-Paku 5 cm - 10 cm0.4000KgxRp12,000.00=Rp4,800.00-Minyak Bekisting0.2000LtrxRp22,000.00=Rp4,400.00-Balok Kayu Kelas III0.0150mxRp1,900,000.00=Rp28,500.00Tenaga-Pekerja0.6600OHxRp45,000.00=Rp29,700.00-Tukang 0.3300OHxRp65,000.00=Rp21,450.00-Kepala Tukang0.0330OHxRp70,000.00=Rp2,310.00-Mandor0.0330OHxRp60,000.00=Rp1,980.00Jumlah=Rp169,140.00Digunakan 2 Kali Pakai=Rp84,570.00Dibulatkan=Rp84,500.00

SNI DT-91-0008-2007-6.23 ( Bekisting Balok )Memasang 1 M Bekisting untuk BalokBahan-Kayu Kelas III0.0200mxRp1,900,000.00=Rp38,000.00-Paku 5 cm - 10 cm0.4000KgxRp12,000.00=Rp4,800.00-Minyak Bekisting2.0000LtrxRp22,000.00=Rp44,000.00-Balok Kayu Kelas III0.0110mxRp1,900,000.00=Rp20,900.00-Plywood Tebal 9 mm0.3500LbrxRp225,000.00=Rp78,750.00Tenaga-Pekerja0.6600OHxRp45,000.00=Rp29,700.00-Tukang 0.3300OHxRp65,000.00=Rp21,450.00-Kepala Tukang0.0330OHxRp70,000.00=Rp2,310.00-Mandor0.0330OHxRp60,000.00=Rp1,980.00Jumlah=Rp241,890.00Digunakan 2 Kali Pakai=Rp120,945.00Dibulatkan=Rp120,900.00

SNI DT-91-0008-2007-6.24 ( Bekisting Lantai )Memasang 1 M Bekisting untuk LantaiBahan-Kayu Kelas III0.0400mxRp1,900,000.00=Rp76,000.00-Paku 5 cm - 10 cm0.4000KgxRp12,000.00=Rp4,800.00-Minyak Bekisting0.2000LtrxRp22,000.00=Rp4,400.00-Balok Kayu Kelas III0.0150mxRp1,900,000.00=Rp28,500.00-Plywood Tebal 9 mm0.3500LbrxRp225,000.00=Rp78,750.00-Dolken Kayu 8-10 panjang 4 m6.0000BtgxRp18,000.00=Rp108,000.00Tenaga-Pekerja0.6600OHxRp45,000.00=Rp29,700.00-Tukang 0.3300OHxRp65,000.00=Rp21,450.00-Kepala Tukang0.0330OHxRp70,000.00=Rp2,310.00-Mandor0.0330OHxRp60,000.00=Rp1,980.00Jumlah=Rp355,890.00Digunakan 1 Kali Pakai=Rp355,890.00Dibulatkan=Rp355,800.00

SNI DT-91-0008-2007-6.25 ( Bekisting Tangga )Memasang 1 M Bekisting untuk TanggaBahan-Kayu Kelas III0.0300mxRp1,900,000.00=Rp57,000.00-Paku 5 cm - 10 cm0.4000KgxRp12,000.00=Rp4,800.00-Minyak Bekisting0.1500LtrxRp22,000.00=Rp3,300.00-Balok Kayu Kelas III0.0150mxRp1,900,000.00=Rp28,500.00-Plywood Tebal 9 mm0.3500LbrxRp225,000.00=Rp78,750.00-Dolken Kayu 8-10 panjang 4 m2.0000BtgxRp18,000.00=Rp36,000.00Tenaga-Pekerja0.6600OHxRp45,000.00=Rp29,700.00-Tukang 0.3300OHxRp65,000.00=Rp21,450.00-Kepala Tukang0.0330OHxRp70,000.00=Rp2,310.00-Mandor0.0330OHxRp60,000.00=Rp1,980.00Jumlah=Rp263,790.00Digunakan 2 Kali Pakai=Rp131,895.00Dibulatkan=Rp131,800.00

Pekerjaan Lain-lainMembongkar dan Menyiram Beton1.0000LsxRp50,000.00=Rp50,000.00Dibulatkan=Rp50,000.00

REKAPITULASI PEKERJAAN BETONSuplemen 21 MBeton Bertulang Pondasi Setempat (T1) Uk. 100 x 100 x 151.0000mSNI DT-91-0007-2007- (K 225)xRp1,349,000.00=Rp1,349,000.00160.0000KgSNI DT-91-0008-2007-6.17 (Besi Polos)xRp10,700.00=Rp1,712,000.000.6000mSNI DT-91-0008-2007-6.20 ( Bekisting Pondasi )xRp62,700.00=Rp37,620.001.0000LsPekerjaan Lain-LainxRp50,000.00=Rp50,000.00Jumlah=Rp3,148,620.00Dibulatkan=Rp3,148,600.00

Suplemen 2.11 MBeton Bertulang Pondasi Setempat (T1 A) Uk. 100 x 225 x 151.0000mSNI DT-91-0007-2007- (K 225)xRp1,349,000.00=Rp1,349,000.00143.0000KgSNI DT-91-0008-2007-6.17 (Besi Polos)xRp10,700.00=Rp1,530,100.000.9750mSNI DT-91-0008-2007-6.20 ( Bekisting Pondasi )xRp62,700.00=Rp61,132.501.0000LsPekerjaan Lain-LainxRp50,000.00=Rp50,000.00Jumlah=Rp2,990,232.50Dibulatkan=Rp2,990,200.00

Suplemen 2.21 MBeton Bertulang Pondasi Setempat (T1 A) Uk. 100 x 138 x 151.0000mSNI DT-91-0007-2007- (K 225)xRp1,349,000.00=Rp1,349,000.00129.0000KgSNI DT-91-0008-2007-6.17 (Besi Polos)xRp10,700.00=Rp1,380,300.002.4200mSNI DT-91-0008-2007-6.20 ( Bekisting Pondasi )xRp62,700.00=Rp151,734.001.0000LsPekerjaan Lain-LainxRp50,000.00=Rp50,000.00Jumlah=Rp2,931,034.00Dibulatkan=Rp2,931,000.00

Suplemen 2.31 MBeton Bertulang Pondasi Setempat (T2) Uk. 80 x 80 x 151.0000mSNI DT-91-0007-2007- (K 225)xRp1,349,000.00=Rp1,349,000.00142.0000KgSNI DT-91-0008-2007-6.17 (Besi Polos)xRp10,700.00=Rp1,519,400.000.4800mSNI DT-91-0008-2007-6.20 ( Bekisting Pondasi )xRp62,700.00=Rp30,096.001.0000LsPekerjaan Lain-LainxRp50,000.00=Rp50,000.00Jumlah=Rp2,948,496.00Dibulatkan=Rp2,948,400.00

Suplemen 31 MSloof (TB 1) Beton Bertulang Uk. 200 x 3001.0000mSNI DT-91-0007-2007- (K 225)xRp1,349,000.00=Rp1,349,000.0059.3700KgSNI DT-91-0008-2007-6.17 (Besi Polos)xRp10,700.00=Rp635,259.00111.2700KgSNI DT-91-0008-2007-6.18 (Besi Ulir)xRp12,800.00=Rp1,424,256.008.3333mSNI DT-91-0008-2007-6.21 ( Bekisting Sloof )xRp67,400.00=Rp561,664.421.0000LsPekerjaan Lain-LainxRp50,000.00=Rp50,000.00Jumlah=Rp4,020,179.42Dibulatkan=Rp4,020,100.00

Suplemen 3.11 MSloof (TB 2) Beton Bertulang Uk. 200 x 4001.0000mSNI DT-91-0007-2007- (K 225)xRp1,349,000.00=Rp1,349,000.0046.4500KgSNI DT-91-0008-2007-6.17 (Besi Polos)xRp10,700.00=Rp497,015.00100.4400KgSNI DT-91-0008-2007-6.18 (Besi Ulir)xRp12,800.00=Rp1,285,632.007.5