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439x Tipe XLS Ukuran file 3.97 MB Source: www.cahayaannadzar.org
Sheet 1: REKAP ALL
| REKAPITULASI RENCANA ANGGARAN BIAYA | ||||||
| PROYEK | : | YAYASAN CAHAYA AN NADZAR JAKARTA | ||||
| LOKASI | : | JAKARTA | ||||
| Revisi | : | |||||
| Tanggal | : | |||||
| NO | URAIAN PEKERJAAN | TOTAL (Rp) | ||||
| A | PEKERJAAN ARSITEKTUR | Rp. | 580,135,469 | |||
| B | PEKERJAAN ELEKTRIKAL | Rp. | 14,323,990 | |||
| C | PEKERJAAN MEKANIKAL | Rp. | 16,846,829 | |||
| TOTAL BIAYA | Rp. | 611,306,289 | ||||
| DIBULATKAN | Rp. | 611,306,000 | ||||
| PPN 10% | Rp. | 61,130,600 | ||||
| GRAND TOTAL | Rp. | 672,436,600 | ||||
| DIBULATKAN | Rp. | 672,436,000 | ||||
| Jakarta, 2020 | ||||||
| RENCANA ANGGARAN BIAYA / RAB | |||||||
| PROYEK : | YAYASAN CAHAYA AN NADZAR JAKARTA | ||||||
| PEKERJAAN : | PERSIAPAN | ||||||
| NO | URAIAN PEKERJAAN | SAT | VOLUME | HARGA SATUAN Rp. | JUMLAH HARGA Rp. | ||
| I | PEKERJAAN PERSIAPAN | ||||||
| 1 | Bongkaran Atap | m2 | 148.00 | 36,000.00 | 5,328,000.00 | ||
| 2 | Bongkaran Dinding | m2 | 148.00 | 20,000.00 | 2,960,000.00 | ||
| 3 | Pembersihan Lahan | m2 | 148.00 | 18,450.00 | 2,730,600.00 | ||
| 4 | Pekerjaan Pengukuran Site | m2 | 148.00 | 6,000.00 | 888,000.00 | ||
| 5 | Papan Nama Proyek | bh | 1.00 | 1,194,647.80 | 1,194,647.80 | ||
| 6 | Gudang Bahan | m | 8.00 | 242,000.00 | 1,936,000.00 | ||
| 7 | Instalasi Listrik kerja | bln | 6.00 | 200,000.00 | 1,200,000.00 | ||
| 6.00 | 8 | Air Kerja | Bln | 6.00 | 4,725,000.00 | 4,725,000.00 | |
| 9 | P3K | Bln | 6.00 | 100,000.00 | 600,000.00 | ||
| TOTAL PEKERJAAN PERSIAPAN | 21,562,247.80 | ||||||
| RENCANA ANGGARAN BIAYA / RAB | |||||||
| REKAPITULASI PEKERJAAN ARSITEKTUR | |||||||
| A | PEKERJAAN ARSITEKTUR | ||||||
| I | PEKERJAAN PERSIAPAN | Rp. | 21,562,247.80 | ||||
| II | PEKERJAAN TANAH | Rp. | 10,230,231.50 | ||||
| III | PEKERJAAN PASANGAN PONDASI | Rp. | 19,560,463.31 | ||||
| IV | PEKERJAAN PASANGAN DINDING TEMBOK | Rp. | 29,185,950.13 | ||||
| V | PEKERJAAN PLESTERAN, BENANGAN DAN ACIAN | Rp. | 49,392,702.90 | ||||
| VI | PEKERJAAN BETON | Rp. | 217,717,616.67 | ||||
| VII | PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP | Rp. | 50,974,182.38 | ||||
| VIII | PEKERJAAN PELAPIS LANTAI DAN DINDING | Rp. | 56,786,944.85 | ||||
| IX | PEKERJAAN KUSEN PINTU DAN JENDELA | Rp. | 56,184,027.12 | ||||
| X | PEKERJAAN RAILIING | Rp. | 22,386,377.43 | ||||
| XI | PEKERJAAN PLAFOND | Rp. | 32,738,327.42 | ||||
| XII | PEKERJAAN CAT | Rp. | 13,416,397.81 | ||||
| SUB TOTAL | Rp. | 580,135,469.32 | |||||
| RENCANA ANGGARAN BIAYA | |||||||
| PROYEK | : | YAYASAN CAHAYA AN NADZAR JAKARTA | |||||
| LOKASI | : | ||||||
| TANGGAL | : | ||||||
| NO | URAIAN PEKERJAAN | SATUAN | VOLUME | HARGA SATUAN (Rp) | JUMLAH HARGA (Rp) | ||
| A | ARSITEKTUR | ||||||
| II | PEKERJAAN TANAH | ||||||
| 1 | Galian Tanah Biasa Sedalam 1m | m3 | 123.91 | 69,075.00 | 8,559,331.83 | ||
| 2 | Urugan Tanah Kembali | m3 | 114.02 | 12,483.00 | 1,423,261.71 | ||
| 3 | Buangan Tanah Galian | m3 | 9.90 | 25,020.00 | 247,637.95 | ||
| SUB TOTAL | 10,230,231.50 | ||||||
| III | PEKERJAAN PASANGAN PONDASI | ||||||
| 1 | Urugan Pasir | m3 | 2.30 | 195,930.00 | 451,422.72 | ||
| 2 | Beton Lantai Kerja 1:3:5 | m3 | 2.39 | 734,910.04 | 1,755,847.07 | ||
| 3 | Beton PILE CAP | m3 | 5.14 | 3,378,737.06 | 17,353,193.52 | ||
| SUB TOTAL | 19,560,463.31 | ||||||
| IV | PEKERJAAN PASANGAN DINDING TEMBOK | ||||||
| 1 | Pasang Dinding Bata 1:5 1/2 Bata | m2 | 253.05 | 109,344.90 | 27,669,863.63 | ||
| 2 | Pasangan Trasram 1:3 | m2 | 13.28 | 114,206.14 | 1,516,086.51 | ||
| SUB TOTAL | 29,185,950.13 | ||||||
| V | PEKERJAAN PLESTERAN, BENANGAN DAN ACIAN | ||||||
| 1 | Plesteran 15mm campuran 1 : 3 (Dinding) | m2 | 506.10 | 60,403.35 | 30,570,286.44 | ||
| 2 | Benangan Sudut 1 : 2 | m | 47.18 | 20,141.30 | 950,165.83 | ||
| 3 | Acian Beton | m2 | 506.10 | 35,313.50 | 17,872,250.63 | ||
| SUB TOTAL | 49,392,702.90 | ||||||
| VI | PEKERJAAN BETON | ||||||
| 1 | Beton Rabat beton 1:3:5 | m3 | 0.65 | 842,859.22 | 546,804.92 | ||
| 2 | Beton Sloof 20/40 | m3 | 6.24 | 3,938,746.48 | 24,562,023.04 | ||
| 3 | Beton Sloof 15/20 | m3 | 1.31 | 5,738,740.71 | 7,492,499.88 | ||
| 4 | Beton Kolom 15/40 | m3 | 5.95 | 4,135,053.13 | 24,589,506.93 | ||
| 5 | Beton Kolom praktis 15/15 | m3 | 0.79 | 4,890,146.60 | 3,848,789.88 | ||
| 6 | Beton Balok Latai dan ring balk 15/15 | m3 | 1.91 | 4,516,945.42 | 8,625,954.21 | ||
| 7 | Beton Plat anak tangga dan bordes tangga | m3 | 1.39 | 5,257,336.63 | 7,302,440.58 | ||
| 8 | Beton balok 20/30 | m3 | 4.49 | 5,225,967.11 | 23,438,462.49 | ||
| 9 | Beton balok RB 20/30 | m3 | 4.49 | 5,225,967.11 | 23,438,462.49 | ||
| 10 | Beton plat lantai t= 12 cm | m3 | 14.41 | 5,119,022.83 | 73,782,805.25 | ||
| 11 | Beton topian t= 10 cm | m3 | 0.38 | 5,232,966.32 | 1,988,527.20 | ||
| 12 | Beton plat lantai dasar t= 8 cm | m3 | 10.26 | 1,764,990.81 | 18,101,339.80 | ||
| SUB TOTAL | 217,717,616.67 | ||||||
| VII | PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP | ||||||
| 1 | Pemasangan Usuk Galvalum 7,5x3,5 cm t= 0,75 mm | m2 | 184.93 | 82,624.40 | 15,279,317.17 | ||
| 2 | Pemasangan Reng Galvalum 3x4 cm t= 0,5 mm | m2 | 173.38 | 59,824.40 | 10,372,055.35 | ||
| 3 | Lisplank Rangka Hollow 4x4 cm, t : 0,75 mm Kalsiplank | m | 45.00 | 109,408.00 | 4,923,360.00 | ||
| 4 | Pemasangan Genteng Exel Monier Flat | m2 | 173.38 | 112,396.70 | 19,486,777.86 | ||
| 5 | Pemasangan Talang Pembuluh Pipa PVC 3 " Tipe AW | m | 24.00 | 38,028.00 | 912,672.00 | ||
| SUB TOTAL | 50,974,182.38 | ||||||
| VIII | PEKERJAAN PELAPIS LANTAI DAN DINDING | ||||||
| 1 | Pemasangan Keramik Lantai 20x20 cm | m2 | 11.72 | 226,712.78 | 2,656,280.29 | ||
| 2 | Pemasangan Lantai Keramik 40x40cm Unpolished + plint 10cm | m2 | 219.01 | 222,702.50 | 48,774,297.23 | ||
| 3 | Pemasangan Batu Alam Untuk Dinding Depan | m2 | 13.79 | 228,215.00 | 3,146,102.38 | ||
| 4 | Pemasangan Step Noshing Tangga utama | m | 20.00 | 53,038.40 | 1,060,768.00 | ||
| 5 | Pasang Multiplek/Teakblock untuk Tangga utama t= 18 mm | m2 | 10.50 | 109,475.90 | 1,149,496.95 | ||
| SUB TOTAL | 56,786,944.85 | ||||||
| IX | PEKERJAAN KUSEN PINTU DAN JENDELA | ||||||
| 1 | Pintu aluminium Type P1 (kelas)1600x2300mm | Unit | 4.00 | 4,609,362.82 | 18,437,451.27 | ||
| 2 | Pintu aluminium Type P2 (R.guru)1000x2300mm | Unit | 1.00 | 2,938,347.31 | 2,938,347.31 | ||
| 3 | Pintu aluminium Type P3 (toilet)800x2300mm | Unit | 1.00 | 2,982,918.90 | 2,982,918.90 | ||
| 4 | Jendela Pintu aluminium Type JP1 (R.kelas lt1)2500x2300mm | Unit | 2.00 | 12,029,120.68 | 24,058,241.36 | ||
| 5 | Jendela aluminium Type J1 (R.guru)3550x2300mm | Unit | 1.00 | 2,975,180.84 | 2,975,180.84 | ||
| 6 | Jendela aluminium Type J2 (t.depan)3700x1400mm | Unit | 1.00 | 4,791,887.44 | 4,791,887.44 | ||
| 7 | Jendela aluminium Type J3 (R.kelas lt2)2500x1400mm | Unit | 2.00 | 4,383,424.93 | 8,766,849.86 | ||
| SUB TOTAL | 56,184,027.12 | ||||||
| X | PEKERJAAN RAILIING | ||||||
| 1 | Railing Tangga Utama | set | 1.00 | 5,076,674.99 | 5,076,674.99 | ||
| 2 | Railing balkon | m | 20.64 | 838,648.37 | 17,309,702.45 | ||
| SUB TOTAL | 22,386,377.43 | ||||||
| XI | PEKERJAAN PLAFOND | ||||||
| 1 | Pas. Plafond Gypsumboard 9 mm Rangka Hollow | m2 | 220.16 | 124,857.56 | 27,488,765.27 | ||
| 2 | Pemasangan List Aluminium siku | m | 207.55 | 25,293.00 | 5,249,562.15 | ||
| SUB TOTAL | 32,738,327.42 | ||||||
| XII | PEKERJAAN CAT | ||||||
| 1 | Pengerjaan Cat Dinding Interior | m2 | 253.52 | 18,342.96 | 4,650,307.22 | ||
| 2 | Pengerjaan Cat Dinding Exterior | m2 | 153.42 | 56,862.96 | 8,723,844.24 | ||
| 3 | Pengerjaan Waterproofing | m2 | 1.57 | 26,908.50 | 42,246.35 | ||
| SUB TOTAL | 13,416,397.81 | ||||||
| TOTAL PEKERJAAN ARSITEKTUR | 558,573,221.52 | ||||||
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