| RENCANA ANGGARAN BIAYA (RAB) |
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| | KEGIATAN | : PEMBANGUNAN GUEST HOUSE SMK 1 BLORA
| | LOKASI | : JL. GATOT SUBROTO KM.4,1
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| | NO | Uraian Pekerjaan | Volume | Sat | Analisa | Harga Sat. Pek.(Rp). | Jumlah Total | | Pek | (Rp) | | I | PEKERJAAN PERSIAPAN |
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| | 1 | Papan Nama | 1,000 | Ls | Dihitung | 200.000,00 | 200.000,00 | | 2 | Pembongkaran dan Angkut Puing | 0,000 | Ls | Dihitung | 500.000,00 | 0,00 | | 3 | Pembersihan Area Pekerjaan | 1,000 | Ls | Dihitung | 100.000,00 | 100.000,00 | | 4 | Pengukuran dan Pasang Bowplank | 18,000 | Ls | SNI A.6.4 | 18.600,00 | 334.800,00 |
| SUB TOTAL I |
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| 634.800,00 | | II | PEKERJAAN TANAH & URUGAN |
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| | 1 | Galian Tanah Pondasi | 91,080 | m3 | RSNI B.6.1 | 15.800,00 | 1.439.064,00 | | 2 | Urugan tanah kembali | 30,360 | m3 | RSNI B.6.9 | 4.448,00 | 135.041,28 | | 3 | Urugan Tanah Grosok | 0,000 | m3 | Taksir | 60.000,00 | 0,00 | | 4 | Mengurug Pasir Urug | 13,020 | m3 | RSNI 6.11 | 90.320,00 | 1.175.966,40 |
| SUB TOTAL II |
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| 2.750.071,68 | | III | PEKERJAAN PASANGAN |
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| | 1 | Pas. Aanstampeng | 12,060 | m3 | RSNI C.6.9 | 160.008,00 | 1.929.696,48 | | 2 | Pas. Pondasi batu belah 1 : 8 | 40,100 | m3 | RSNI C.6.5 | 297.680,00 | 11.936.968,00 | | 3 | Pas. Batu bata 1 : 3 | 10,400 | M2 | RSNI D.6.8 | 48.300,00 | 502.320,00 | | 4 | Pas. Batu bata 1 : 8 | 138,020 | m2 | RSNI D.6.12 | 46.780,00 | 6.456.575,60 | | 5 | Plesteran 1 : 3 | 20,800 | m2 | RSNI E.6.3 | 18.480,00 | 384.384,00 | | 6 | Plesteran 1 : 8 | 276,040 | m2 | RSNI E.6.8 | 14.730,00 | 4.066.069,20 | | 7 | Skat Ruangan Triplek | 0,000 | m2 | Taksir | 80.000,00 | 0,00 |
| SUB TOTAL III |
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| 25.276.013,28 | | IV | PEKERJAAN BETON 1PC:2Ps:3Kr |
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| | 1 | Sloof Teras 15/20 | 0,660 | m3 | SNI G.6.13 | 646.500,00 | 426.690,00 | | 2 | Sloof Teras 20/25 | 2,600 | m3 | SNI G.6.13 | 646.500,00 | 1.680.900,00 | | 3 | Kolom 15/15 | 0,158 | m3 | SNI G.6.13 | 646.500,00 | 101.823,75 | | 4 | Kolom Teras 20/20 | 0,600 | m3 | SNI G.6.13 | 646.500,00 | 387.900,00 | | 5 | Kolom Teras 20/30 | 2,940 | m3 | SNI G.6.13 | 646.500,00 | 1.900.710,00 | | 6 | Ring Balk 15/15 | 1,665 | m3 | SNI G.6.13 | 646.500,00 | 1.076.422,50 | | 7 | Kuda-kuda Beton+Balok Stoot | 6,723 | m3 | SNI G.6.13 | 646.500,00 | 4.346.419,50 |
| SUB TOTAL IV |
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| 9.920.865,75 | | V | PEKERJAAN PEMBESIAN |
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| | 1 | Sloof Teras 15/20 | 82,500 | kg | RSNI G.6.17 | 13.173,80 | 1.086.838,50 | | 2 | Sloof Teras 20/25 | 325,000 | kg | RSNI G.6.17 | 13.173,80 | 4.281.485,00 | | 3 | Kolom 15/15 | 19,688 | kg | RSNI G.6.17 | 13.173,80 | 259.359,19 | | 4 | Kolom Teras 20/20 | 75,000 | kg | RSNI G.6.17 | 13.173,80 | 988.035,00 | | 5 | Kolom Teras 20/30 | 367,500 | kg | RSNI G.6.17 | 13.173,80 | 4.841.371,50 | | 6 | Ring Balk 15/15 | 208,125 | kg | RSNI G.6.17 | 13.173,80 | 2.741.797,13 | | 7 | Kuda-kuda Beton+Balok Stoot | 840,375 | kg | RSNI G.6.17 | 13.173,80 | 11.070.932,18 |
| SUB TOTAL V |
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| 25.269.818,49 | | VI | PEKERJAAN BEGISTING |
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| | 1 | Sloof Teras 15/20 | 0,293 | m2 | RSNI G.6.21 | 35.312,00 | 10.358,19 | | 2 | Sloof Teras 20/25 | 8,667 | m2 | RSNI G.6.21 | 35.312,00 | 306.037,33 | | 3 | Kolom 15/15 | 0,700 | m2 | RSNI G.6.22 | 82.529,33 | 57.770,53 | | 4 | Kolom Teras 20/20 | 4,000 | m2 | RSNI G.6.22 | 82.529,33 | 330.117,33 | | 5 | Kolom Teras 20/30 | 13,067 | m2 | RSNI G.6.22 | 82.529,33 | 1.078.383,29 | | 6 | Ring Balk 15/15 | 7,400 | m2 | RSNI G.6.21 | 35.312,00 | 261.308,80 | | 7 | Kuda-kuda Beton+Balok Stoot | 41,085 | m2 | RSNI G.6.23 | 84.629,33 | 3.476.996,16 |
| SUB TOTAL VI |
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| 5.510.613,45 | |
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| | VII | PEKERJAAN KUSEN DAN DAUN PINTU |
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| | 1 | Pas. Kusen Pintu dan Jendela | 1,099 | m3 | RSNI F.6.2 | 8.460.850,00 | 9.295.935,90 | | 2 | Pekerjaan Jalusi Kayu Kamper | 13,500 | m2 | RSNI F.6.10.b | 459.350,00 | 6.201.225,00 | | 3 | Pasang daun pintu panil ky kamfer | 6,300 | m2 | RSNI F.6.5.b | 356.600,00 | 2.246.580,00 | | 4 | Pasang daun jendela kaca | 11,786 | m2 | RSNI.F.6.6.b | 217.880,00 | 2.567.933,68 | | 5 | Pemasangan Kaca bening 5 mm | 13,066 | m2 | SNI L.6.17 | 92.524,00 | 1.208.918,58 |
| SUB TOTAL VII |
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| 21.520.593,16 | | VIII | PEKERJAAN LANTAI DAN DINDING |
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| | 1 | Beton Tumbuk 1PC:3Ps:5Kr | 14,400 | m3 | SNI G.6.1 | 497.810,00 | 7.168.464,00 | | 2 | Pekerjaan Lantai Keramik 30/30 | 180,000 | m2 | RSNI M.6.35 | 73.558,00 | 13.240.440,00 | | 3 | Pekerjaan Dinding Keramik | 0,000 | m2 | RSNI M.6.54 | 78.520,00 | - |
| SUB TOTAL VIII |
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| 20.408.904,00 | | IX | PEKERJAAN ATAP |
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| | 1 | Pas. Kuda-kuda & Konsul Kamper | 0,000 | m3 | RSNI F.6.13.b | 7.627.600,00 | 0,00 | | 2 | Pas. Gording, Nok dan Murplat | 1,094 | m3 | RSNI F.6.15b | 7.414.440,00 | 8.114.363,14 | | 3 | Pekerjaan Usuk+Reng | 266,000 | m2 | SNI F.6.31.b | 73.510,00 | 19.553.660,00 | | 4 | Pas. Papan reiter | 19,000 | m | dihitung | 27.500,00 | 522.500,00 | | 4 | Pas. Genteng Plentong | 266,000 | m2 | SNI H.6.1 | 20.371,00 | 5.418.686,00 | | 5 | Pas. Genteng Bubungan Plentong | 19,000 | m' | SNI H.6.4 | 37.204,00 | 706.876,00 | | 6 | Pas. Lisplank | 10,400 | m | RSNI F.6.21.b | 79.810,00 | 830.024,00 | | 7 | Pas.Rangka Langit-langit | 144,000 | m2 | SNI F.6.39.b | 92.100,00 | 13.262.400,00 | | 8 | Pas.Langit-langit Eternit | 144,000 | m2 | RSNI I.6.1 | 15.994,00 | 2.303.136,00 |
| SUB TOTAL IX |
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| 50.711.645,14 | | X | PEK. SANITASI |
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| | 1 | Pas. Closet | 0,000 | Unit | SNI J.6.2 | 184.570,00 | 0,00 | | 2 | Pas. Bak Mandi | 0,000 | Unit | SNI J.6.7 | 567.300,00 | 0,00 | | 3 | Pas. Urinoir | 0,000 | Unit | SNI J.6.4 | 456.500,00 | 0,00 | | 4 | Pas. Septiktank | 0,000 | Unit | dihitung | 1.000.000,00 | 0,00 |
| SUB TOTAL X |
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| 0,00 | | XI | PEK. PENGGANTUNG |
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| | 1 | Pas. Engsel pintu | 18,000 | unit | SNI L.6.5 | 29.524,00 | 531.432,00 | | 2 | Pas. Engsel jendela | 40,000 | unit | SNI L.6.6 | 23.016,00 | 920.640,00 | | 3 | Pas. Kait angin | 40,000 | unit | SNI L.6.9 | 14.524,00 | 580.960,00 | | 4 | Pas. Grendel jendela | 20,000 | unit | dihitung | 4.600,00 | 92.000,00 | | 5 | Pas. Kunci Tanam | 2,000 | unit | SNI L.6.2 | 73.160,00 | 146.320,00 | | 6 | Pas. Grendel pintu | 4,000 | unit | dihitung | 5.000,00 | 20.000,00 |
| SUB TOTAL XI |
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| 2.291.352,00 | | XII | PEKERJAAN PENGECATAN |
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| | 1 | Pengecatan Tembok 3x | 291,840 | m2 | SNI N.6.14 | 8.784,00 | 2.563.522,56 | | 2 | Pengecatan Eternit | 144,000 | m2 | SNI N.6.14 | 8.784,00 | 1.264.896,00 | | 3 | Pengecatan Kayu 3x | 43,581 | m2 | SNI N.6.7 | 19.770,00 | 861.596,37 |
| SUB TOTAL XII |
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| 4.690.014,93 | | XIII | PEKERJAAN LAIN-LAIN |
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| | 1 | Perencanaan dan Pengawasan | 1,00 | Ls | dihitung | 5.200.000,00 | 5.200.000,00 | | 2 | Administrasi dan Pelaporan | 1,00 | Ls | dihitung | 1.000.000,00 | 1.000.000,00 |
| SUB TOTAL XIII |
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| 6.200.000,00 | | JUMLAH I + II + III + IV + V + VI + VII + VIII + IX + X + XI + XII + XIII | 175.184.691,87 | | DI BULATKAN | 175.000.000,00 | TERBILANG : SERATUS TUJUH PULUH LIMA JUTA RUPIAH
| REKAPITULASI |
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| KEGIATAN | : PEMBANGUNAN GUEST HOUSE SMK 1 BLORA
| | LOKASI | : JL. GATOT SUBROTO KM.4,1
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| | NO | URAIAN | Bobot | JUMLAH | | % | (Rp) | | I | PEKERJAAN PERSIAPAN |
| 0,36 | 634.800,00 | | II | PEKERJAAN TANAH & URUGAN |
| 1,57 | 2.750.071,68 | | III | PEKERJAAN PASANGAN |
| 14,43 | 25.276.013,28 | | IV | PEKERJAAN BETON 1PC:2Ps:3Kr |
| 5,66 | 9.920.865,75 | | V | PEKERJAAN PEMBESIAN |
| 14,42 | 25.269.818,49 | | VI | PEKERJAAN BEGISTING |
| 3,15 | 5.510.613,45 | | VII | PEKERJAAN KUSEN DAN DAUN PINTU |
| 12,28 | 21.520.593,16 | | VIII | PEKERJAAN LANTAI DAN DINDING |
| 11,65 | 20.408.904,00 | | IX | PEKERJAAN ATAP | 28,95 | 50.711.645,14 | | X | PEKERJAAN SANITASI |
| 0,00 | 0,00 | | XI | PEK. PENGGANTUNG |
| 1,31 | 2.291.352,00 | | XII | PEKERJAAN PENGECATAN |
| 2,68 | 4.690.014,93 | | XIII | PEKERJAAN LAIN-LAIN |
| 3,54 | 6.200.000,00 | | JUMLAH | 100,00 | 175.184.691,87 | | DI BULATKAN | 175.000.000,00 | | Terbilang : Seratus Tujuh Puluh Lima Juta Rupiah |
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