Download File XLS - Excel Sheet Download 9793 - Contoh Rab - Sipil Dan Konstruksi
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Sheet 1: Analisa Harga Satuan
Sheet 2: Rencana Anggaran Biaya
Sheet 3: Rekapitulasi RAB
Sheet 1: Analisa Harga Satuan
| Analisa Harga Satuan Pekerjaan | ||||||
| Pekerjaan : | ||||||
| Lokasi : | ||||||
| Tahun : | ||||||
| No | Jenis Pekerjaan | Sat | Indeks | Harga Satuan (Rp) | Total Harga Satuan (Rp) | |
| Bahan | Upah | |||||
| I | PEKERJAAN PERSIAPAN | |||||
| 6.8 | A. Pembersihan Lahan (m²) | |||||
| SNI 03-2835-2002 | Tenaga | |||||
| Pekerja | Oh | 0.100 | 36,000.00 | 3,600.00 | ||
| Mandor | Oh | 0.050 | 40,000.00 | 2,000.00 | ||
| Sub Total | 5,600.00 | |||||
| 6.1 | B. Pemasangan Pagar Sementara dari Kayu tinggi 2 m (m¹) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Dolken Kayu Ø 8-10/400 cm | Btg | 1.250 | 25,000.00 | 31,250.00 | ||
| Semen Portland | Kg | 2.500 | 1,050.00 | 2,625.00 | ||
| Pasir Beton | M³ | 0.005 | 125,000.00 | 625.00 | ||
| Koral Beton | M³ | 0.009 | 135,000.00 | 1,215.00 | ||
| Kayu 5/7 | M³ | 0.072 | 1,700,000.00 | 122,400.00 | ||
| Paku Biasa 2"-5" | Kg | 0.060 | 10,000.00 | 600.00 | ||
| Residu | Lt | 0.400 | 11,000.00 | 4,400.00 | ||
| Tenaga | ||||||
| Tukang Kayu | Oh | 0.200 | 47,500.00 | 9,500.00 | ||
| Pekerja | Oh | 0.400 | 36,000.00 | 14,400.00 | ||
| Kepala Tukang | Oh | 0.020 | 45,000.00 | 900.00 | ||
| Mandor | Oh | 0.020 | 40,000.00 | 800.00 | ||
| Sub Total | 188,715.00 | |||||
| 6.4 | C. Memasang Bouwplank (m¹) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu 5/7 | M³ | 0.012 | 1,700,000.00 | 20,400.00 | ||
| Paku Biasa 2"-5" | Kg | 0.020 | 10,000.00 | 200.00 | ||
| Kayu Papan Bengkirai 3/20 | M³ | 0.007 | 3,541,666.00 | 24,791.66 | ||
| Tenaga | ||||||
| Tukang Kayu | Oh | 0.100 | 47,500.00 | 4,750.00 | ||
| Pekerja | Oh | 0.100 | 36,000.00 | 3,600.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.005 | 40,000.00 | 200.00 | ||
| Sub Total | 54,391.66 | |||||
| ALS | D. Memasang Papan Nama Proyek 80x120 cm (Bh) | |||||
| Bahan | ||||||
| Kayu Meranti | Btg | 0.035 | 1,687,000.00 | 59,045.00 | ||
| Paku Biasa 2"-5" | Kg | 0.600 | 10,000.00 | 6,000.00 | ||
| Seng Lembaran 90 cm | M¹ | 1.400 | 27,000.00 | 37,800.00 | ||
| Cat kayu | Kg | 1.500 | 38,000.00 | 57,000.00 | ||
| Semen Portland | Kg | 16.800 | 1,050.00 | 17,640.00 | ||
| Pasir Beton | M³ | 0.027 | 125,000.00 | 3,375.00 | ||
| Koral Beton | M³ | 0.041 | 135,000.00 | 5,535.00 | ||
| Tenaga | ||||||
| Tukang Kayu | Oh | 1.000 | 47,500.00 | 47,500.00 | ||
| Tukang Batu | Oh | 0.018 | 42,500.00 | 765.00 | ||
| Tukang Cat | Oh | 1.000 | 42,500.00 | 42,500.00 | ||
| Pekerja | Oh | 2.100 | 36,000.00 | 75,600.00 | ||
| Mandor | Oh | 1.005 | 40,000.00 | 40,200.00 | ||
| Sub Total | 392,960.00 | |||||
| 6.5 | E. Membuat direksi keet & Gudang Sementara (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Dolken Kayu Ø 8-10/400 cm | Btg | 1.250 | 25,000.00 | 31,250.00 | ||
| Kayu 5/7 | M³ | 0.180 | 1,700,000.00 | 306,000.00 | ||
| Paku Biasa 2"-5" | Kg | 0.850 | 10,000.00 | 8,500.00 | ||
| Besi Strip | Kg | 1.100 | 11,000.00 | 12,100.00 | ||
| Semen Portland | Kg | 35.000 | 1,050.00 | 36,750.00 | ||
| Pasir Pasang | M³ | 0.150 | 125,000.00 | 18,750.00 | ||
| Pasir Beton | M³ | 0.100 | 125,000.00 | 12,500.00 | ||
| Koral Beton | M³ | 0.150 | 135,000.00 | 20,250.00 | ||
| Bata Merah | Bh | 30.000 | 500.00 | 15,000.00 | ||
| Seng Plat | Lbr | 0.250 | 27,000.00 | 6,750.00 | ||
| Jendela Nako | Bh | 2.0000 | 12,500.00 | 25,000.00 | ||
| Kaca Polos 3 mm | M² | 0.080 | 50,000.00 | 4,000.00 | ||
| Kunci Tanam | Bh | 0.150 | 25,000.00 | 3,750.00 | ||
| Plywood 4 mm | Lbr | 0.060 | 50,000.00 | 3,000.00 | ||
| Tenaga | ||||||
| Tukang Kayu | Oh | 2.000 | 47,500.00 | 95,000.00 | ||
| Tukang Batu | Oh | 1.000 | 42,500.00 | 42,500.00 | ||
| Pekerja | Oh | 2.000 | 36,000.00 | 72,000.00 | ||
| Kepala Tukang | Oh | 0.800 | 45,000.00 | 36,000.00 | ||
| Mandor | Oh | 0.050 | 40,000.00 | 2,000.00 | ||
| Sub Total | 751,100.00 | |||||
| II | PEKERJAAN TANAH | |||||
| 6.1 | A. Galian Tanah Biasa sedalam 1 m (m³) | |||||
| SNI 03-2835-2002 | Tenaga | |||||
| Pekerja | Oh | 0.400 | 36,000.00 | 14,400.00 | ||
| Mandor | Oh | 0.040 | 40,000.00 | 1,600.00 | ||
| Sub Total | 16,000.00 | |||||
| 6.9 | B. Urugan Kembali (m³) | |||||
| SNI 03-2835-2002 | Tenaga | |||||
| Pekerja | Oh | 0.192 | 36,000.00 | 6,912.00 | ||
| Mandor | Oh | 0.019 | 40,000.00 | 760.00 | ||
| Sub Total | 7,672.00 | |||||
| 6.11 | C. Urugan Pasir Bawah Pondasi (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Pasir Urug | M³ | 1.200 | 100,000.00 | 120,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.300 | 36,000.00 | 10,800.00 | ||
| Mandor | Oh | 0.010 | 40,000.00 | 400.00 | ||
| Sub Total | 131,200.00 | |||||
| III | PEKERJAAN PONDASI | |||||
| 6.6 | D. Pasangan Pondasi Batu Kali 1 Pc: 5 Ps (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Batu Belah 15/20 cm | M³ | 1.100 | 85,000.00 | 93,500.00 | ||
| Semen Portland | Kg | 136.000 | 1,050.00 | 142,800.00 | ||
| Pasir Pasang | M³ | 0.544 | 125,000.00 | 68,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 1.500 | 36,000.00 | 54,000.00 | ||
| Tukang Batu | Oh | 0.600 | 42,500.00 | 25,500.00 | ||
| Kepala Tukang | Oh | 0.060 | 45,000.00 | 2,700.00 | ||
| Mandor | Oh | 0.075 | 40,000.00 | 3,000.00 | ||
| Sub Total | 389,500.00 | |||||
| IV | PEKERJAAN DINDING | |||||
| 6.11 | A. Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Bata Merah 5 X 11 X 22 cm | Bh | 70.000 | 500.00 | 35,000.00 | ||
| Semen Portland | Kg | 11.500 | 1,050.00 | 12,075.00 | ||
| Pasir Pasang | M³ | 0.043 | 125,000.00 | 5,375.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.320 | 36,000.00 | 11,520.00 | ||
| Tukang Batu | Oh | 0.100 | 42,500.00 | 4,250.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.015 | 40,000.00 | 600.00 | ||
| Sub Total | 69,270.00 | |||||
| 6.15 | B. Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Bata Merah 5 X 11 X 22 cm | Bh | 70.000 | 500.00 | 35,000.00 | ||
| Semen Portland | Kg | 4.500 | 1,050.00 | 4,725.00 | ||
| Pasir Pasang | M³ | 0.050 | 125,000.00 | 6,250.00 | ||
| Kapur Padam | M³ | 0.015 | 45,000.00 | 675.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.320 | 36,000.00 | 11,520.00 | ||
| Tukang Batu | Oh | 0.100 | 42,500.00 | 4,250.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.015 | 40,000.00 | 600.00 | ||
| Sub Total | 63,470.00 | |||||
| V | PEKERJAAN PLESTERAN DINDING | |||||
| 6.14 | A. Plesteran Dinding 1Pc:3Ps (m²) tebal 20 mm | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Semen Portland | Kg | 10.800 | 1,050.00 | 11,340.00 | ||
| Pasir Pasang | M³ | 0.026 | 125,000.00 | 3,250.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.250 | 36,000.00 | 9,000.00 | ||
| Tukang Batu | Oh | 0.200 | 42,500.00 | 8,500.00 | ||
| Kepala Tukang | Oh | 0.020 | 45,000.00 | 900.00 | ||
| Mandor | Oh | 0.013 | 40,000.00 | 500.00 | ||
| Sub Total | 33,490.00 | |||||
| 6.9 | B. Plesteran Dinding 1Pc:3Kp:10Ps (m²) tebal 15 mm | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Semen Portland | Kg | 1.840 | 1,050.00 | 1,932.00 | ||
| Kapur Padam | M³ | 0.006 | 45,000.00 | 270.00 | ||
| Pasir Pasang | M³ | 0.014 | 125,000.00 | 1,750.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.200 | 36,000.00 | 7,200.00 | ||
| Tukang Batu | Oh | 0.150 | 42,500.00 | 6,375.00 | ||
| Kepala Tukang | Oh | 0.015 | 45,000.00 | 675.00 | ||
| Mandor | Oh | 0.010 | 40,000.00 | 400.00 | ||
| Sub Total | 18,602.00 | |||||
| VI | PEKERJAAN KAYU | |||||
| 6.1 | A. Pasang Kusen Pintu dan Jendela Kayu Jati (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu jati, balok | M³ | 1.100 | 15,000,000.00 | 16,500,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 6.000 | 36,000.00 | 216,000.00 | ||
| Tukang Kayu | Oh | 20.000 | 47,500.00 | 950,000.00 | ||
| Kepala Tukang | Oh | 2.000 | 45,000.00 | 90,000.00 | ||
| Mandor | Oh | 0.300 | 40,000.00 | 12,000.00 | ||
| Sub Total | 17,768,000.00 | |||||
| 6.7 | B. Pasang Pintu Panel Kayu Jati (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Jati, papan | M³ | 0.040 | 18,000,000.00 | 720,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 1.000 | 36,000.00 | 36,000.00 | ||
| Tukang Kayu | Oh | 2.500 | 47,500.00 | 118,750.00 | ||
| Kepala Tukang | Oh | 0.250 | 45,000.00 | 11,250.00 | ||
| Mandor | Oh | 0.050 | 40,000.00 | 2,000.00 | ||
| Sub Total | 888,000.00 | |||||
| ALS | C. Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai (m³) | |||||
| Bahan | ||||||
| Kayu Bengkirai, balok | M³ | 1.100 | 8,500,000.00 | 9,350,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 2.000 | 36,000.00 | 72,000.00 | ||
| Tukang Kayu | Oh | 8.000 | 47,500.00 | 380,000.00 | ||
| Kepala Tukang | Oh | 1.200 | 45,000.00 | 54,000.00 | ||
| Mandor | Oh | 0.200 | 40,000.00 | 8,000.00 | ||
| Sub Total | 9,864,000.00 | |||||
| 6.35 | D. Pasang Kaso+Reng Genteng Beton Kayu Borneo (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Borneo, balok | M³ | 0.014 | 8,500,000.00 | 119,000.00 | ||
| Paku Biasa 2"-5" | Kg | 0.150 | 10,000.00 | 1,500.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.100 | 36,000.00 | 3,600.00 | ||
| Tukang Kayu | Oh | 0.100 | 47,500.00 | 4,750.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.005 | 40,000.00 | 200.00 | ||
| Sub Total | 129,500.00 | |||||
| 6.53 | E. Pasang Listplank, Reuter 2X (2X20) cm, kayu borneo (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Borneo,Papan | M³ | 0.009 | 10,000,000.00 | 88,000.00 | ||
| Paku Biasa 2"-5" | Kg | 0.060 | 10,000.00 | 600.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.100 | 36,000.00 | 3,600.00 | ||
| Tukang Kayu | Oh | 0.100 | 47,500.00 | 4,750.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.050 | 40,000.00 | 2,000.00 | ||
| Sub Total | 99,400.00 | |||||
| 6.40 | F. Pasang Rangka Langit-langit 1X1 m Kayu Borneo (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu borneo, balok | M³ | 0.012 | 8,500,000.00 | 102,000.00 | ||
| Paku biasa 2"-5" | Kg | 0.100 | 10,000.00 | 1,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.150 | 36,000.00 | 5,400.00 | ||
| Tukang Kayu | Oh | 0.250 | 47,500.00 | 11,875.00 | ||
| Kepala Tukang | Oh | 0.025 | 45,000.00 | 1,125.00 | ||
| Mandor | Oh | 0.075 | 40,000.00 | 3,000.00 | ||
| Sub Total | 124,400.00 | |||||
| VII | PEKERJAAN BETON | |||||
| 6.39 | A. Membuat sloof Beton Bertulang (200Kg besi+bekisting) (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Terentang | M³ | 0.270 | 2,000,000.00 | 540,000.00 | ||
| Paku Biasa 2"-5" | Kg | 2.000 | 10,000.00 | 20,000.00 | ||
| Minyak Bekisting | Lt | 0.600 | 10,000.00 | 6,000.00 | ||
| Besi Beton polos | Kg | 200.000 | 12,000.00 | 2,400,000.00 | ||
| Kawat Beton | Kg | 3.000 | 13,000.00 | 39,000.00 | ||
| Semen Portland | Kg | 323.000 | 1,050.00 | 339,150.00 | ||
| Pasir Beton | M³ | 0.520 | 125,000.00 | 65,000.00 | ||
| Koral Beton | M³ | 0.780 | 135,000.00 | 105,300.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 4.850 | 36,000.00 | 174,600.00 | ||
| Tukang Batu | Oh | 0.350 | 42,500.00 | 14,875.00 | ||
| Tukang Kayu | Oh | 1.560 | 47,500.00 | 74,100.00 | ||
| Tukang Besi | Oh | 1.400 | 45,000.00 | 63,000.00 | ||
| Kepala Tukang | Oh | 0.331 | 45,000.00 | 14,895.00 | ||
| Mandor | Oh | 0.170 | 40,000.00 | 6,800.00 | ||
| Sub Total | 3,862,720.00 | |||||
| 6.40 | B. Membuat Kolom Beton Bertulang (300Kg besi+bekisting) (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Terentang | M³ | 0.400 | 2,000,000.00 | 800,000.00 | ||
| Paku Biasa 2"-5" | Kg | 4.000 | 10,000.00 | 40,000.00 | ||
| Minyak Bekisting | Lt | 2.000 | 10,000.00 | 20,000.00 | ||
| Besi Beton polos | Kg | 300.000 | 12,000.00 | 3,600,000.00 | ||
| Kawat Beton | Kg | 4.500 | 13,000.00 | 58,500.00 | ||
| Semen Portland | Kg | 323.000 | 1,050.00 | 339,150.00 | ||
| Pasir Beton | M³ | 0.520 | 125,000.00 | 65,000.00 | ||
| Koral Beton | M³ | 0.780 | 135,000.00 | 105,300.00 | ||
| Kayu Borneo Balok | M³ | 0.150 | 8,500,000.00 | 1,275,000.00 | ||
| Plywood 9 mm | Lbr | 3.500 | 95,000.00 | 332,500.00 | ||
| Dolken Kayu Ø 8-10/400 cm | Btg | 20.000 | 25,000.00 | 500,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 7.300 | 36,000.00 | 262,800.00 | ||
| Tukang Batu | Oh | 0.350 | 42,500.00 | 14,875.00 | ||
| Tukang Kayu | Oh | 3.300 | 47,500.00 | 156,750.00 | ||
| Tukang Besi | Oh | 2.100 | 45,000.00 | 94,500.00 | ||
| Kepala Tukang | Oh | 0.570 | 45,000.00 | 25,650.00 | ||
| Mandor | Oh | 0.250 | 40,000.00 | 10,000.00 | ||
| Sub Total | 7,700,025.00 | |||||
| 6.46 | C. Membuat Ring Balok Beton Bertulang (10X15cm) (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Albasiah | M³ | 0.003 | 3,000,000.00 | 9,000.00 | ||
| Paku Biasa 2"-5" | Kg | 0.020 | 10,000.00 | 200.00 | ||
| Besi Beton polos | Kg | 3.600 | 13,000.00 | 46,800.00 | ||
| Kawat Beton | Kg | 0.050 | 13,000.00 | 650.00 | ||
| Semen Portland | Kg | 5.500 | 1,050.00 | 5,775.00 | ||
| Pasir Beton | M³ | 0.009 | 125,000.00 | 1,125.00 | ||
| Koral Beton | M³ | 0.015 | 135,000.00 | 2,025.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.100 | 36,000.00 | 3,600.00 | ||
| Tukang Batu | Oh | 0.033 | 42,500.00 | 1,402.50 | ||
| Tukang Kayu | Oh | 0.033 | 47,500.00 | 1,567.50 | ||
| Tukang Besi | Oh | 0.033 | 45,000.00 | 1,485.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.005 | 40,000.00 | 200.00 | ||
| Sub Total | 74,280.00 | |||||
| 6.46 | D. Membuat Kuda-Kuda Beton Bertulang (10X15cm) (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Albasiah | M³ | 0.003 | 3,000,000.00 | 9,000.00 | ||
| Paku Biasa 2"-5" | Kg | 0.020 | 10,000.00 | 200.00 | ||
| Besi Beton polos | Lt | 3.600 | 13,000.00 | 46,800.00 | ||
| Kawat Beton | Kg | 0.050 | 13,000.00 | 650.00 | ||
| Semen Portland | Kg | 5.500 | 1,050.00 | 5,775.00 | ||
| Pasir Beton | Kg | 0.009 | 125,000.00 | 1,125.00 | ||
| Koral Beton | M³ | 0.015 | 135,000.00 | 2,025.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.100 | 36,000.00 | 3,600.00 | ||
| Tukang Batu | Oh | 0.033 | 42,500.00 | 1,402.50 | ||
| Tukang Kayu | Oh | 0.033 | 47,500.00 | 1,567.50 | ||
| Tukang Besi | Oh | 0.033 | 45,000.00 | 1,485.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.005 | 40,000.00 | 200.00 | ||
| Sub Total | 74,280.00 | |||||
| 6.5 | E. Membuat Plat Beton 1Pc:2Ps:3Kr (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Semen Portland | Kg | 232.000 | 1,050.00 | 243,600.00 | ||
| Pasir Beton | M³ | 0.520 | 125,000.00 | 65,000.00 | ||
| Koral Beton | M³ | 0.780 | 135,000.00 | 105,300.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 1.650 | 36,000.00 | 59,400.00 | ||
| Tukang Batu | Oh | 0.250 | 42,500.00 | 10,625.00 | ||
| Kepala Tukang | Oh | 0.025 | 45,000.00 | 1,125.00 | ||
| Mandor | Oh | 0.080 | 40,000.00 | 3,200.00 | ||
| Sub Total | 488,250.00 | |||||
| 6.25 | F. Pembesian Besi Polos dan Ulir plat beton(Kg) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Besi Beton (Polos/Ulir) | Kg | 1.050 | 12,000.00 | 12,600.00 | ||
| Kawat Beton | Kg | 0.015 | 13,000.00 | 195.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.007 | 36,000.00 | 252.00 | ||
| Tukang Besi | Oh | 0.007 | 45,000.00 | 315.00 | ||
| Kepala Tukang | Oh | 0.001 | 45,000.00 | 31.50 | ||
| Mandor | Oh | 0.000 | 40,000.00 | 12.00 | ||
| Sub Total | 13,405.50 | |||||
| 6.32 | G. Pasang Bekisting untuk Plat Beton (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Terentang | M³ | 0.040 | 2,000,000.00 | 80,000.00 | ||
| Paku Biasa 2"-5" | Kg | 0.400 | 10,000.00 | 4,000.00 | ||
| Minyak Bekisting | Lt | 0.200 | 10,000.00 | 2,000.00 | ||
| Balok Kayu borneo | M³ | 0.015 | 8,500,000.00 | 127,500.00 | ||
| Plywood tebal 9 mm | Lbr | 0.350 | 95,000.00 | 33,250.00 | ||
| Dolken Kayu galam Ø 8-10/4 m | Btg | 6.000 | 25,000.00 | 150,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.320 | 36,000.00 | 11,520.00 | ||
| Tukang kayu | Oh | 0.330 | 47,500.00 | 15,675.00 | ||
| Kepala Tukang | Oh | 0.033 | 45,000.00 | 1,485.00 | ||
| Mandor | Oh | 0.006 | 40,000.00 | 240.00 | ||
| Sub Total | 425,670.00 | |||||
| VIII | PEKERJAAN PENUTUP ATAP | |||||
| 6.4 | A. Pasang Genteng Bubung Palentong (m¹) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Genteng Bubung Palentong | Bh | 5.000 | 7,500.00 | 37,500.00 | ||
| Semen Portland | Kg | 8.000 | 1,050.00 | 8,400.00 | ||
| Pasir Pasang | M3 | 0.032 | 125,000.00 | 4,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.400 | 36,000.00 | 14,400.00 | ||
| Tukang Kayu | Oh | 0.200 | 47,500.00 | 9,500.00 | ||
| Kepala Tukang | Oh | 0.020 | 45,000.00 | 900.00 | ||
| Mandor | Oh | 0.002 | 40,000.00 | 80.00 | ||
| Sub Total | 74,780.00 | |||||
| 6.30 | B. Pasang Atap Genteng Beton (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Genteng Beton | Bh | 11.000 | 5,500.00 | 60,500.00 | ||
| Paku Biasa 2" - 5" | Kg | 0.030 | 10,000.00 | 300.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.200 | 36,000.00 | 7,200.00 | ||
| Tukang Kayu | Oh | 0.100 | 47,500.00 | 4,750.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.010 | 40,000.00 | 400.00 | ||
| Sub Total | 73,600.00 | |||||
| IX | PEKERJAAN PLAFON | |||||
| 6.19 | A. Pasang List Langit-langit Kayu Profil (m¹) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kayu Profil | M¹ | 1.100 | 3,333.33 | 3,666.67 | ||
| Paku plafon | Kg | 0.010 | 10,000.00 | |||
| Tenaga | ||||||
| Pekerja | Oh | 0.050 | 36,000.00 | 1,800.00 | ||
| Tukang Kayu | Oh | 0.050 | 47,500.00 | 2,375.00 | ||
| Kepala Tukang | Oh | 0.005 | 45,000.00 | 225.00 | ||
| Mandor | Oh | 0.003 | 40,000.00 | 120.00 | ||
| Sub Total | 8,186.67 | |||||
| 6.1 | B. Langit-langit Asbes (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Pelat Asbes tebal 6mm | M² | 1.100 | 32,000.00 | 35,200.00 | ||
| Paku plafon | Kg | 0.010 | 10,000.00 | |||
| Tenaga | ||||||
| Pekerja | Oh | 0.030 | 36,000.00 | 1,080.00 | ||
| Tukang Kayu | Oh | 0.070 | 47,500.00 | 3,325.00 | ||
| Kepala Tukang | Oh | 0.007 | 45,000.00 | 315.00 | ||
| Mandor | Oh | 0.002 | 40,000.00 | 60.00 | ||
| Sub Total | 39,980.00 | |||||
| X | PEKERJAAN PENUTUP LANTAI DAN DINDING | |||||
| Pek Tanah 6.11 | A. Pekerjaan Urug Pasir Bawah Lantai (m³) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Pasir Urug | M³ | 1.200 | 100,000.00 | 120,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.300 | 36,000.00 | 10,800.00 | ||
| Tukang Gali | Oh | 0.000 | 42,500.00 | - | ||
| Kepala Tukang | Oh | 0.000 | 45,000.00 | - | ||
| Mandor | Oh | 0.010 | 40,000.00 | 400.00 | ||
| Sub Total | 131,200.00 | |||||
| 6.47 | B. Pasang Lantai Keramik 33X33 cm (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Ubin Keramik 33X33 cm | Bh | 10.000 | 4,000.00 | 40,000.00 | ||
| Semen Portland | Kg | 11.380 | 1,050.00 | 11,949.00 | ||
| Pasir Pasang | M³ | 0.042 | 125,000.00 | 5,250.00 | ||
| Semen Warna | Kg | 1.500 | 13,000.00 | 19,500.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.620 | 36,000.00 | 22,320.00 | ||
| Tukang Batu | Oh | 0.350 | 42,500.00 | 14,875.00 | ||
| Kepala Tukang | Oh | 0.035 | 45,000.00 | 1,575.00 | ||
| Mandor | Oh | 0.030 | 40,000.00 | 1,200.00 | ||
| Sub Total | 116,669.00 | |||||
| 6.42 | C. Pasang Lantai Keramik 10X20 cm (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Ubin Keramik Artistik 10X20 cm | Bh | 50.000 | 4,444.44 | 222,222.22 | ||
| Semen Portland | Kg | 11.380 | 1,050.00 | 11,949.00 | ||
| Pasir Pasang | M³ | 0.042 | 125,000.00 | 5,250.00 | ||
| Semen Warna | Kg | 1.500 | 13,000.00 | 19,500.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.620 | 36,000.00 | 22,320.00 | ||
| Tukang Batu | Oh | 0.350 | 42,500.00 | 14,875.00 | ||
| Kepala Tukang | Oh | 0.035 | 45,000.00 | 1,575.00 | ||
| Mandor | Oh | 0.030 | 40,000.00 | 1,200.00 | ||
| Sub Total | 298,891.22 | |||||
| 6.3 | D. Pasang Lantai Ubin Pc Abu-Abu 20X20 cm (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Ubin Abu-Abu 20X20 cm | Bh | 26.500 | 3,888.89 | 103,055.56 | ||
| Semen Portland | Kg | 10.400 | 1,050.00 | 10,920.00 | ||
| Pasir Pasang | M³ | 0.014 | 125,000.00 | 1,687.50 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.270 | 36,000.00 | 9,720.00 | ||
| Tukang Batu | Oh | 0.130 | 42,500.00 | 5,525.00 | ||
| Kepala Tukang | Oh | 0.013 | 45,000.00 | 585.00 | ||
| Mandor | Oh | 0.014 | 40,000.00 | 540.00 | ||
| Sub Total | 132,033.06 | |||||
| 6.17 | E. Pasang plint ubin pc abu-abu ukuran 10x30 cm (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Plint Ubin 10x30 cm | Bh | 3.530 | 2,700.00 | 9,531.00 | ||
| Semen Portland | Kg | 1.560 | 1,050.00 | 1,638.00 | ||
| Pasir Pasang | M³ | 0.003 | 125,000.00 | 375.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.060 | 36,000.00 | 2,160.00 | ||
| Tukang Batu | Oh | 0.030 | 42,500.00 | 1,275.00 | ||
| Kepala Tukang | Oh | 0.003 | 45,000.00 | 135.00 | ||
| Mandor | Oh | 0.003 | 40,000.00 | 120.00 | ||
| Sub Total | 15,234.00 | |||||
| XI | PEKERJAAN KUNCI DAN KACA | |||||
| 6.2 | A. Pasang Kunci Tanam Biasa (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kunci Tanam Biasa | Bh | 1.000 | 25,000.00 | 25,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.010 | 36,000.00 | 360.00 | ||
| Tukang Kayu | Oh | 0.500 | 47,500.00 | 23,750.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.005 | 40,000.00 | 200.00 | ||
| Sub Total | 49,760.00 | |||||
| 6.5 | B. Pasang Engsel pintu (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Engsel Pintu | Bh | 1.000 | 8,000.00 | 8,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.005 | 36,000.00 | 180.00 | ||
| Tukang Kayu | Oh | 0.500 | 47,500.00 | 23,750.00 | ||
| Kepala Tukang | Oh | 0.005 | 45,000.00 | 225.00 | ||
| Mandor | Oh | 0.000 | 40,000.00 | 10.00 | ||
| Sub Total | 32,165.00 | |||||
| 6.6 | C. Pasang Engsel Jendela Kupu-kupu (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Engsel Jendela | Bh | 1.000 | 7,000.00 | 7,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.010 | 36,000.00 | 360.00 | ||
| Tukang Kayu | Oh | 0.100 | 47,500.00 | 4,750.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.001 | 40,000.00 | 20.00 | ||
| Sub Total | 12,580.00 | |||||
| 6.12 | D. Pasang Pegangan Pintu/Door holder (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Door holder | Bh | 1.000 | 5,000.00 | 5,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.050 | 36,000.00 | 1,800.00 | ||
| Tukang Kayu | Oh | 0.500 | 47,500.00 | 23,750.00 | ||
| Kepala Tukang | Oh | 0.050 | 45,000.00 | 2,250.00 | ||
| Mandor | Oh | 0.003 | 40,000.00 | 100.00 | ||
| Sub Total | 32,900.00 | |||||
| 6.16 | E. Pasang Kaca tebal 3 mm (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kaca tebal 3 mm | M² | 1.100 | 50,000.00 | 55,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.015 | 36,000.00 | - | ||
| Tukang Kayu | Oh | 0.150 | 47,500.00 | - | ||
| Kepala Tukang | Oh | 0.015 | 45,000.00 | - | ||
| Mandor | Oh | 0.001 | 40,000.00 | - | ||
| Sub Total | 55,000.00 | |||||
| 6.23 | F. Pasang Kaca wireglass tebal 5 mm (m²) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kaca Wireglass 5 mm | M² | 1.100 | 90,000.00 | 99,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.015 | 36,000.00 | 540.00 | ||
| Tukang Kayu | Oh | 0.150 | 47,500.00 | 7,125.00 | ||
| Kepala Tukang | Oh | 0.015 | 45,000.00 | 675.00 | ||
| Mandor | Oh | 0.001 | 40,000.00 | 30.00 | ||
| Sub Total | 107,370.00 | |||||
| XII | PEKERJAAN PENGECATAN | |||||
| ALS | A. Pengecatan Kayu (m²) | |||||
| Bahan | ||||||
| Cat Meni | Kg | 0.200 | 18,000.00 | 3,600.00 | ||
| Kertas Gosok | Lbr | 0.400 | 3,000.00 | 1,200.00 | ||
| Plamir | Kg | 0.150 | 18,000.00 | 2,700.00 | ||
| Cat dasar | Kg | 0.170 | 20,000.00 | 3,400.00 | ||
| Cat penutup 2 kali | Kg | 0.260 | 38,000.00 | 9,880.00 | ||
| Minyak Cat | Ltr | 0.150 | 12,000.00 | 1,800.00 | ||
| Kuas 3" | Bh | 0.050 | 10,000.00 | 500.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.070 | 36,000.00 | 2,520.00 | ||
| Tukang Cat | Oh | 0.009 | 42,500.00 | 382.50 | ||
| Kepala Tukang | Oh | 0.006 | 45,000.00 | 270.00 | ||
| Mandor | Oh | 0.003 | 40,000.00 | 100.00 | ||
| Sub Total | 26,352.50 | |||||
| ALS | B. Pengecatan Tembok Baru (m²) | |||||
| Bahan | ||||||
| Plamir | Kg | 0.100 | 12,000.00 | 1,200.00 | ||
| Kertas gosok | LBR | 1.000 | 3,000.00 | 3,000.00 | ||
| Cat Dasar | Kg | 0.100 | 35,000.00 | 3,500.00 | ||
| Cat Penutup 2x | Kg | 0.260 | 60,000.00 | 15,600.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.020 | 36,000.00 | 720.00 | ||
| Tukang Cat | Oh | 0.063 | 42,500.00 | 2,677.50 | ||
| Kepala Tukang | Oh | 0.006 | 45,000.00 | 270.00 | ||
| Mandor | Oh | 0.003 | 40,000.00 | 100.00 | ||
| Sub Total | 27,067.50 | |||||
| XIII | PEKERJAAN INSTALASI LISTRIK | |||||
| ALS | A. Penyambungan Listrik PLN 2400 watt (LS) | |||||
| Penyambungan PLN | LS | 1.000 | 2,000,000.00 | 2,000,000.00 | ||
| ALS | B. Pemasangan Lampu SL 25 Watt (Bh) | |||||
| Lampu SL 25 Watt | Bh | 1.000 | 30,000.00 | 30,000.00 | ||
| ALS | C. Pemasangan Sekering Group (Bh) | |||||
| Sekering Group | Bh | 1.000 | 17,500.00 | 17,500.00 | ||
| ALS | D. Pemasangan Stop Kontak (Bh) | |||||
| Stop kontak | Bh | 1.000 | 12,500.00 | 12,500.00 | ||
| ALS | E. Pemasangan Sakelar Tunggal (Bh) | |||||
| Sakelar Tunggal | Bh | 1.000 | 17,500.00 | 17,500.00 | ||
| ALS | F. Pemasangan Sakelar Ganda (Bh) | |||||
| Sakelar Ganda | Bh | 1.000 | 12,500.00 | 12,500.00 | ||
| XIV | PEKERJAAN SANITASI | |||||
| 6.2 | A. Memasang Kloset Jongkok Porselen (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kloset Jongkok Porselen | Bh | 1.000 | 90,000.00 | 90,000.00 | ||
| Semen Portland | Kg | 6.000 | 1,050.00 | 6,300.00 | ||
| Pasir Pasang | M3 | 0.010 | 125,000.00 | 1,250.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 1.000 | 36,000.00 | 36,000.00 | ||
| Tukang Batu | Oh | 1.500 | 42,500.00 | 63,750.00 | ||
| Kepala Tukang | Oh | 1.500 | 45,000.00 | 67,500.00 | ||
| Mandor | Oh | 0.160 | 40,000.00 | 6,400.00 | ||
| Sub Total | 271,200.00 | |||||
| 6.8 | B. Memasang Bak Mandi Bata Bata, Vol 0.3 M³ (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Batu Bata | Bh | 250.000 | 500.00 | 125,000.00 | ||
| Semen Portland | Kg | 120.000 | 1,050.00 | 126,000.00 | ||
| Pasir Pasang | M3 | 0.300 | 125,000.00 | 37,500.00 | ||
| Porselen (11x11) Cm | Bh | 360.000 | 2,500.00 | 900,000.00 | ||
| Semen Nat | Kg | 6.000 | 13,000.00 | 78,000.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 6.000 | 36,000.00 | 216,000.00 | ||
| Tukang Batu | Oh | 3.000 | 42,500.00 | 127,500.00 | ||
| Kepala Tukang | Oh | 0.300 | 45,000.00 | 13,500.00 | ||
| Mandor | Oh | 0.300 | 40,000.00 | 12,000.00 | ||
| Sub Total | 1,635,500.00 | |||||
| 6.35 | C. Memasang Kran Air Ø ½" atau ¾" (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Kran Air | bh | 1.000 | 15,000.00 | 15,000.00 | ||
| Sealm Tape | Bh | 0.500 | 1,000.00 | 500.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 0.010 | 36,000.00 | 360.00 | ||
| Tukang Batu | Oh | 0.100 | 42,500.00 | 4,250.00 | ||
| Kepala Tukang | Oh | 0.010 | 45,000.00 | 450.00 | ||
| Mandor | Oh | 0.005 | 40,000.00 | 200.00 | ||
| Sub Total | 20,760.00 | |||||
| 6.27 | D. Memasang pipa PVC tipe AW Ø 1" (m¹) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Pipa PVC | m¹ | 1.200 | 6,250.00 | 7,500.00 | ||
| Perlengkapan 35 % harga pipa | 0.350 | 7,500.00 | 2,625.00 | |||
| Tenaga | ||||||
| Pekerja | Oh | 0.081 | 36,000.00 | 2,916.00 | ||
| Tukang Batu | Oh | 0.135 | 42,500.00 | 5,737.50 | ||
| Kepala Tukang | Oh | 0.014 | 45,000.00 | 607.50 | ||
| Mandor | Oh | 0.004 | 40,000.00 | 164.00 | ||
| Sub Total | 19,550.00 | |||||
| 6.32 | E. Memasang pipa PVC tipe AW Ø 4" (m¹) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Pipa PVC | m¹ | 1.200 | 21,250.00 | 25,500.00 | ||
| Perlengkapan 35 % harga pipa | 0.350 | 25,500.00 | 8,925.00 | |||
| Tenaga | ||||||
| Pekerja | Oh | 0.081 | 36,000.00 | 2,916.00 | ||
| Tukang Batu | Oh | 0.135 | 42,500.00 | 5,737.50 | ||
| Kepala Tukang | Oh | 0.014 | 45,000.00 | 607.50 | ||
| Mandor | Oh | 0.004 | 40,000.00 | 164.00 | ||
| Sub Total | 43,850.00 | |||||
| 6.17 | F. Memasang Bak kontrol Pas Batu Bata 45X45 cm (Bh) | |||||
| SNI 03-2835-2002 | Bahan | |||||
| Batu Bata | M3 | 0.250 | 500.00 | 125.00 | ||
| Semen Portland | Kg | 77.000 | 1,050.00 | 80,850.00 | ||
| Pasir Pasang | M3 | 0.130 | 125,000.00 | 16,250.00 | ||
| Batu Kerikil | M3 | 0.020 | 125,000.00 | 2,500.00 | ||
| Besi Beton | Kg | 2.600 | 10,000.00 | 26,000.00 | ||
| Pasir Beton | M3 | 0.090 | 125,000.00 | 11,250.00 | ||
| Tenaga | ||||||
| Pekerja | Oh | 1.420 | 36,000.00 | 51,120.00 | ||
| Tukang Batu | Oh | 0.473 | 42,500.00 | 20,102.50 | ||
| Kepala Tukang | Oh | 0.047 | 45,000.00 | 2,115.00 | ||
| Mandor | Oh | 0.071 | 40,000.00 | 2,840.00 | ||
| Sub Total | 213,152.50 | |||||
Sheet 2: Rencana Anggaran Biaya
| Rencanana Anggaran Biaya | ||||||
| Pekerjaan : | ||||||
| Lokasi : | ||||||
| Tahun : | ||||||
| No | Jenis Pekerjaan | Satuan | Volume | Harga Satuan (Rp) | Jumlah Harga (Rp) | Total Harga (Rp) |
| A | PEKERJAAN PERSIAPAN | 42,188,844.26 | ||||
| 1 | Pembersihan Lahan | m² | 308.120 | 5,600.00 | 1,725,472.00 | |
| 2 | Pemasangan Pagar Sementara dari Kayu tinggi 2 m | m¹ | 72.740 | 188,715.00 | 13,727,129.10 | |
| 3 | Memasang Bouwplank | m¹ | 38.000 | 54,391.66 | 2,066,883.16 | |
| 4 | Memasang Papan Nama Proyek 80x120 cm | Bh | 1.000 | 392,960.00 | 392,960.00 | |
| 5 | Membuat direksi keet & Gudang Sementara | m² | 24.000 | 751,100.00 | 18,026,400.00 | |
| 6 | Listrik dan Air Kerja | Ls | 1.000 | 2,000,000.00 | 2,000,000.00 | |
| 7 | Mob & Demob Alat | Ls | 1.000 | 2,000,000.00 | 2,000,000.00 | |
| 8 | Tes Material Baja dan Beton | Ls | 1.000 | 1,500,000.00 | 1,500,000.00 | |
| 9 | Rambu - rambu lalu lintas dan keselamatan Kerja | Ls | 1.000 | 750,000.00 | 750,000.00 | |
| B | PEKERJAAN TANAH | 1,383,800.98 | ||||
| 1 | Galian Tanah Biasa sedalam 1 m | m³ | 52.788 | 16,000.00 | 844,608.00 | |
| 2 | Urugan Kembali | m³ | 13.197 | 7,672.00 | 101,247.38 | |
| 3 | Urugan Pasir Bawah Pondasi | m³ | 3.338 | 131,200.00 | 437,945.60 | |
| C | PEKERJAAN PONDASI | 11,049,725.50 | ||||
| 1 | Pasangan Pondasi Batu Kali 1 Pc: 5 Ps | m³ | 28.369 | 389,500.00 | 11,049,725.50 | |
| D | PEKERJAAN DINDING | 19,048,884.73 | ||||
| 1 | Pasangan Tembok ½ Bata 1Pc:4Ps (Trasraam) | m² | 28.947 | 69,270.00 | 2,005,158.69 | |
| 2 | Pasangan Tembok ½ Bata 1Pc:3Kp:10Ps | m² | 268.532 | 63,470.00 | 17,043,726.04 | |
| E | PEKERJAAN PLESTERAN DINDING | 8,367,995.23 | ||||
| 1 | Plesteran Dinding 1Pc:3Ps tebal 20 mm | m² | 29.782 | 33,490.00 | 997,399.18 | |
| 2 | Plesteran Dinding 1Pc:3Kp:10Ps tebal 15 mm | m² | 396.226 | 18,602.00 | 7,370,596.05 | |
| F | PEKERJAAN KAYU | 108,056,777.50 | ||||
| 1 | Pasang Kusen Pintu dan Jendela Kayu Jati | m³ | 1.123 | 17,768,000.00 | 19,953,464.00 | |
| 2 | Pasang Pintu Panel Kayu Jati | m² | 25.554 | 888,000.00 | 22,691,952.00 | |
| 3 | Pasang Nook, Gording, Murplat, Nook Kayu Bengkirai | m³ | 1.327 | 9,864,000.00 | 13,089,528.00 | |
| 4 | Pasang Usuk+Reng Genteng Beton Kayu Bengkirai | m² | 226.307 | 129,500.00 | 29,306,756.50 | |
| 5 | Pasang Listplank, Reuter 2X (2X20) cm, kayu bengkirai | m³ | 0.355 | 99,400.00 | 35,287.00 | |
| 6 | Pasang Rangka Langit-langit 1X1 m Kayu Borneo | m² | 184.725 | 124,400.00 | 22,979,790.00 | |
| G | PEKERJAAN BETON | 38,397,507.97 | ||||
| 1 | Membuat sloof Beton Bertulang (200Kg besi+bekisting) | m³ | 3.338 | 3,862,720.00 | 12,893,759.36 | |
| 2 | Membuat Kolom Beton Bertulang (300Kg besi+bekisting) | m³ | 3.229 | 7,700,025.00 | 24,863,380.73 | |
| 3 | Membuat Ring Balok (200Kg besi+bekisting) | m³ | 3.338 | 74,280.00 | 247,946.64 | |
| 4 | Membuat Kuda-Kuda Beton (200Kg besi+bekisting) | m³ | 5.283 | 74,280.00 | 392,421.24 | |
| H | PEKERJAAN PENUTUP ATAP | 21,128,039.20 | ||||
| 1 | Pasang Genteng Kerpus | m¹ | 59.800 | 74,780.00 | 4,471,844.00 | |
| 2 | Pasang Genteng Beton | m² | 226.307 | 73,600.00 | 16,656,195.20 | |
| I | PEKERJAAN PLAFON | 8,543,718.83 | ||||
| 1 | Pasang List Plafon Kayu Profil | m¹ | 141.500 | 8,186.67 | 1,158,413.33 | |
| 2 | Langit-langit Asbes | m² | 184.725 | 39,980.00 | 7,385,305.50 | |
| J | PEKERJAAN PENUTUP LANTAI DAN DINDING | 17,826,360.17 | ||||
| 1 | Pekerjaan Urug Pasir Bawah Lantai | m³ | 12.150 | 131,200.00 | 1,594,080.00 | |
| 2 | Pasang Lantai Keramik 33X33 cm | m² | 123.615 | 116,669.00 | 14,422,038.44 | |
| 3 | Pasang Lantai Keramik 10X20 cm | m² | 5.250 | 298,891.22 | 1,569,178.92 | |
| 4 | Pasang plint ubin pc abu-abu ukuran 10x30 cm | m² | 15.824 | 15,234.00 | 241,062.82 | |
| K | PEKERJAAN KUNCI DAN KACA | 3,507,563.00 | ||||
| 1 | Pasang Kunci Tanam Biasa | Bh | 8.000 | 49,760.00 | 398,080.00 | |
| 2 | Pasang Engsel pintu | Bh | 38.000 | 32,165.00 | 1,222,270.00 | |
| 3 | Pasang Engsel Jendela | Bh | 4.000 | 12,580.00 | 50,320.00 | |
| 4 | Pasang Pegangan Pintu/Door holder | Bh | 17.000 | 32,900.00 | 559,300.00 | |
| 5 | Pasang Kaca tebal 3 mm | m² | 21.472 | 55,000.00 | 1,180,960.00 | |
| 6 | Pasang Kaca wireglass tebal 5 mm | m² | 0.900 | 107,370.00 | 96,633.00 | |
| L | PEKERJAAN PENGECATAN | 17,811,632.99 | ||||
| 1 | Pengecatan Kayu | m² | 254.586 | 26,352.50 | 6,708,977.57 | |
| 2 | Pengecatan Tembok Baru | m² | 410.184 | 27,067.50 | 11,102,655.42 | |
| M | PEKERJAAN INSTALASI LISTRIK | 2,970,000.00 | ||||
| 1 | Penyambungan Listrik PLN 2400 watt | LS | 1.000 | 2,000,000.00 | 2,000,000.00 | |
| 2 | Pemasangan Lampu SL 25 Watt | Bh | 14.000 | 30,000.00 | 420,000.00 | |
| 3 | Pemasangan Sekering Group | Bh | 1.000 | 17,500.00 | 17,500.00 | |
| 4 | Pemasangan Stop Kontak | Bh | 9.000 | 12,500.00 | 112,500.00 | |
| 5 | Pemasangan Sakelar Tunggal | Bh | 14.000 | 17,500.00 | 245,000.00 | |
| 6 | Pemasangan Sakelar Ganda | Bh | 14.000 | 12,500.00 | 175,000.00 | |
| N | PEKERJAAN SANITASI | 7,870,599.50 | ||||
| 1 | Memasang Kloset Jongkok Porselen | Bh | 2.000 | 271,200.00 | 542,400.00 | |
| 2 | Memasang Bak Mandi Bata Bata, Vol 0.3 m³ | Bh | 2.000 | 1,635,500.00 | 3,271,000.00 | |
| 3 | Memasang Kran Air Ø ½" atau ¾" | Bh | 3.000 | 20,760.00 | 62,280.00 | |
| 4 | Memasang pipa PVC tipe AW Ø 1" | m¹ | 19.650 | 19,550.00 | 384,157.50 | |
| 5 | Memasang pipa PVC tipe AW Ø 4" | m¹ | 20.470 | 43,850.00 | 897,609.50 | |
| 6 | Memasang Bak kontrol Pas Batu Bata 45X45 cm | Bh | 1.000 | 213,152.50 | 213,152.50 | |
| 7 | Membuat Septictank 1.5x2x2 m + Peresapan | Bh | 1.000 | 2,500,000.00 | 2,500,000.00 | |
Sheet 3: Rekapitulasi RAB
| Daftar Rekapitulasi Rencanana Anggaran Biaya | ||
| Pekerjaan : | ||
| Lokasi : | ||
| Tahun : | ||
| No | Jenis Pekerjaan | Harga (Rp) |
| I | PEKERJAAN PERSIAPAN | Rp42,188,844.26 |
| II | PEKERJAAN TANAH | Rp1,383,800.98 |
| III | PEKERJAAN PONDASI | Rp11,049,725.50 |
| IV | PEKERJAAN DINDING | Rp19,048,884.73 |
| V | PEKERJAAN PLESTERAN DINDING | Rp8,367,995.23 |
| VI | PEKERJAAN KAYU | Rp108,056,777.50 |
| VII | PEKERJAAN BETON | Rp38,397,507.97 |
| VIII | PEKERJAAN PENUTUP ATAP | Rp21,128,039.20 |
| IX | PEKERJAAN PLAFON | Rp8,543,718.83 |
| X | PEKERJAAN PENUTUP LANTAI DAN DINDING | Rp17,826,360.17 |
| XI | PEKERJAAN KUNCI DAN KACA | Rp3,507,563.00 |
| XII | PEKERJAAN PENGECATAN | Rp17,811,632.99 |
| XIII | PEKERJAAN INSTALASI LISTRIK | Rp2,970,000.00 |
| XIV | PEKERJAAN SANITASI | Rp7,870,599.50 |
| TOTAL JUMLAH | Rp300,280,850.35 | |
| dibulatkan | Rp300,280,000.00 | |
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