Download File XLSX - Excel Sheet Download 1549 - Rencana Anggaran Biaya Rab Bsps
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Sheet 1: RAB
Sheet 2: Bahan
Sheet 1: RAB
| FORMULIR | |||||||||
| RENCANA ANGGARAN BIAYA (RAB) BSPS | |||||||||
| Nomor BNBA | : | ||||||||
| Nomor KTP | : | ||||||||
| Nama Penerima Bantuan | : | ||||||||
| Desa / Kelurahan | : | ||||||||
| Kecamatan | : | ||||||||
| Kabupaten / Kota | : | ||||||||
| NO | URAIAN PEKERJAAN | VOLUME | HARGA SATUAN | TOTAL HARGA | SUMBER DANA / BAHAN | ||||
| BSPS | SWADAYA | ||||||||
| (Rp) | (Rp) | Dana Tunai | Memakai Bahan Bangunan Lama | ||||||
| I | Pekerjaan Persiapan | ||||||||
| 1 | Bongkar Rumah Lama | ls | Gotong Royong KPB | ||||||
| II | Pekerjaan Atap | ||||||||
| 1 | Kuda-kuda rangka atap | ||||||||
| - Kayu rangka kuda-kuda (5 cm x 10 cm x 4 m) | 22 | btg | Rp92,000.00 | Rp2,024,000.00 | Rp2,024,000.00 | ||||
| - Kayu gapit (3 cm x 10 cm x 3 m) | btg | ||||||||
| - Kayu gordeng/usuk (5 cm x 7 cm x 4 m) jarak 1 m | btg | ||||||||
| 2 | Penutup atap | ||||||||
| - Seng gelombang (0.2 cm x 80 cm x 180 cm), atau | lbr | ||||||||
| - Asbes gelombang (0.35 cm x 80 cm x 180 cm) | 36 | lbr | Rp115,000.00 | Rp4,140,000.00 | Rp4,140,000.00 | ||||
| 3 | Bubungan seng/atap | 10 | bh | Rp8,500.00 | Rp85,000.00 | Rp85,000.00 | |||
| 4 | Listplang papan (15 cm x 1.5 cm x 4 m) | 8 | btg | Rp70,000.00 | Rp560,000.00 | Rp560,000.00 | |||
| III | Pekerjaan Dinding | ||||||||
| 1 | Pasang pondasi batu tapak (umpak) | bh | |||||||
| 2 | Sloof (15 cm x 20 cm) diatas batu tapak | ||||||||
| - Besi beton ∅ 10 mm SNI | 8 | btg | Rp52,000.00 | Rp416,000.00 | Rp416,000.00 | ||||
| - Besi beton ∅ 6 mm SNI | 8 | btg | Rp38,000.00 | Rp304,000.00 | Rp304,000.00 | ||||
| - Semen @ 50 kg | 12 | zak | Rp70,000.00 | Rp840,000.00 | Rp840,000.00 | ||||
| - Pasir beton | 0.5 | m³ | Rp210,000.00 | Rp105,000.00 | Rp105,000.00 | ||||
| - Batu pecah | 3.5 | m³ | Rp210,000.00 | Rp735,000.00 | Rp735,000.00 | ||||
| 3 | Kolom (10 cm x 10 cm x 3 cm) | bh | |||||||
| Beton | |||||||||
| - Besi beton ∅ 8 mm SNI | 11 | btg | Rp45,000.00 | Rp495,000.00 | Rp495,000.00 | ||||
| - Besi beton ∅ 6 mm SNI | 10 | btg | Rp38,000.00 | Rp380,000.00 | Rp380,000.00 | ||||
| - Semen @ 50 kg | 25 | zak | Rp70,000.00 | Rp1,750,000.00 | Rp1,750,000.00 | ||||
| - Pasir beton | 1.5 | m³ | Rp210,000.00 | Rp315,000.00 | Rp315,000.00 | ||||
| - Batu pecah | 2.5 | m³ | Rp210,000.00 | Rp525,000.00 | Rp525,000.00 | ||||
| Kayu | |||||||||
| - Kayu (10 cm x 10 cm x 3 m) | btg | ||||||||
| 4 | Dinding permanen atau semi permanen | ||||||||
| Tembok | m² | ||||||||
| - Semen @ 50 kg | 4.5 | m³ | Rp200,000.00 | Rp900,000.00 | Rp900,000.00 | ||||
| - Pasir pasang | 14 | zak | Rp70,000.00 | Rp980,000.00 | Rp980,000.00 | ||||
| - Batu bata | 4100 | bh | Rp800.00 | Rp3,280,000.00 | Rp3,280,000.00 | ||||
| Papan | |||||||||
| - Papan (1.5 cm x 20 cm x 4 m) | lbr | ||||||||
| - Kayu (4 cm x 7 cm x 4 m) jarak 1.5 m | btg | ||||||||
| 5 | Ring balok (10 cm x 15 cm) | ||||||||
| Beton | |||||||||
| - Besi beton ∅ 8 mm SNI | 8 | btg | Rp45,000.00 | Rp360,000.00 | Rp360,000.00 | ||||
| - Besi beton ∅ 6 mm SNI | 8 | btg | Rp38,000.00 | Rp304,000.00 | Rp304,000.00 | ||||
| - Semen @ 50 kg | 9 | zak | Rp70,000.00 | Rp630,000.00 | Rp630,000.00 | ||||
| - Pasir beton | 0.3 | m³ | Rp210,000.00 | Rp63,000.00 | Rp63,000.00 | ||||
| - Batu pecah | 0.5 | m³ | Rp210,000.00 | Rp105,000.00 | Rp105,000.00 | ||||
| Kayu | |||||||||
| - Kayu (5 cm x 10 cm x 4 m) | btg | ||||||||
| 6 | Kusen pintu dan jendela | ||||||||
| - Kusen pintu depan (200 cm x 80 cm) dan jendela gendong (110 cm x 50 cm) serta ventilasinya (130 cm x 40 cm) | 1 | unit | Rp300,000.00 | Rp300,000.00 | Rp300,000.00 | ||||
| - Kusen pintu belakang (200 cm x 80 cm) dan jendela gendong (110 cm x 50 cm) serta ventilasinya (130 cm x 40 cm) | 1 | unit | Rp300,000.00 | Rp300,000.00 | Rp300,000.00 | ||||
| - Kusen jendela 2 lubang (100 cm x 110 cm) serta ventilasinya (100 cm x 40 cm) | 1 | unit | Rp250,000.00 | Rp250,000.00 | Rp250,000.00 | ||||
| 7 | Daun pintu dan jendela | ||||||||
| - Daun pintu (panel kayu (200 cm x 80 cm)) | 1 | unit | Rp400,000.00 | Rp400,000.00 | Rp400,000.00 | ||||
| - Daun jendela kaca (50 cm x 150 cm) | 1 | unit | Rp300,000.00 | Rp300,000.00 | Rp300,000.00 | ||||
| - Daun jendela kaca (50 cm x 110 cm) | 1 | unit | Rp300,000.00 | Rp300,000.00 | Rp300,000.00 | ||||
| - Daun jendela kayu (50 cm x 110 cm) | 1 | unit | Rp300,000.00 | Rp300,000.00 | Rp300,000.00 | ||||
| IV | Pekerjaan Lantai | ||||||||
| Lantai rabat (Mutu Bo) 1 : 5 t = 5 cm | m² | ||||||||
| - Semen @ 50 kg | 10 | zak | Rp70,000.00 | Rp700,000.00 | Rp700,000.00 | ||||
| - Pasir pasang | 1 | m³ | Rp200,000.00 | Rp200,000.00 | Rp200,000.00 | ||||
| Lantai papan | m² | ||||||||
| - Papan (2.5 cm x 20 cm x 4 m) | lbr | ||||||||
| - Kayu (8 cm x 12 cm x 4 m) jarak 2 m | btg | ||||||||
| - Kayu (5 cm x 7 cm x 4 m) jarak 1 m | |||||||||
| V | Upah kerja | ||||||||
| - Tukang | oh | ||||||||
| - Pembantu tukang | oh | ||||||||
| - Makan siang dan minum | kali | ||||||||
| VI | MCK dan lain-lain | ||||||||
| - Closed jongkok | 1 | unit | Rp150,000.00 | Rp150,000.00 | Rp150,000.00 | ||||
| - Pipa paralon | 4 | btg | Rp45,000.00 | Rp180,000.00 | Rp180,000.00 | ||||
| - Paku, engsel, slot pintu, kunci, kawat ikat | ls | Rp34,000.00 | Rp34,000.00 | ||||||
| - Papan bakesting | ls | ||||||||
| JUMLAH | Rp22,710,000.00 | Rp20,000,000.00 | Rp2,710,000.00 | ||||||
| ……………………….., ……….. 20.. | |||||||||
| Diketahui, | Diajukan oleh, | ||||||||
| Disahkan Oleh | Diverifikasi oleh, | ||||||||
Sheet 2: Bahan
| 1 | Pekerjaan Pondasi (SNI 2836:2008) | |||||
| 1.1 | Memasang 1 m³ pondasi batu belah, campuran 1 PC : 3 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu belah 15 cm / 20 cm | m³ | 1.200 | Rp- | ||
| PC | kg | 202.000 | Rp- | |||
| Pasir pasang | m³ | 0.485 | Rp- | |||
| Rp- | ||||||
| 1.2 | Memasang 1 m³ pondasi batu belah, campuran 1 PC : 4 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu belah 15 cm / 20 cm | m³ | 1.200 | Rp- | ||
| PC | kg | 163.000 | Rp- | |||
| Pasir pasang | m³ | 0.520 | Rp- | |||
| Rp- | ||||||
| 1.3 | Memasang 1 m³ pondasi batu belah, campuran 1 PC : 5 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu belah 15 cm / 20 cm | m³ | 1.200 | Rp- | ||
| PC | kg | 136.000 | Rp- | |||
| Pasir pasang | m³ | 0.544 | Rp- | |||
| Rp- | ||||||
| 1.4 | Memasang 1 m³ pondasi batu belah, campuran 1 PC : 6 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu belah 15 cm / 20 cm | m³ | 1.200 | Rp- | ||
| PC | kg | 117.000 | Rp- | |||
| Pasir pasang | m³ | 0.561 | Rp- | |||
| Rp- | ||||||
| 1.5 | Memasang 1 m³ pondasi batu belah, campuran 1 PC : 8 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu belah 15 cm / 20 cm | m³ | 1.200 | Rp- | ||
| PC | kg | 91.000 | Rp- | |||
| Pasir pasang | m³ | 0.584 | Rp- | |||
| Rp- | ||||||
| 2 | Pekerjaan Pasangan Dinding (SNI 6897:2008) | |||||
| 2.1 | Memasang 1 m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 2 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu merah | bh | 70.000 | Rp- | ||
| PC | kg | 18.950 | Rp- | |||
| Pasir pasang | m³ | 0.038 | Rp- | |||
| Rp- | ||||||
| 2.2 | Memasang 1 m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 3 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu merah | bh | 70.000 | Rp- | ||
| PC | kg | 14.370 | Rp- | |||
| Pasir pasang | m³ | 0.040 | Rp- | |||
| Rp- | ||||||
| 2.3 | Memasang 1 m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 4 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu merah | bh | 70.000 | Rp- | ||
| PC | kg | 11.500 | Rp- | |||
| Pasir pasang | m³ | 0.043 | Rp- | |||
| Rp- | ||||||
| 2.4 | Memasang 1 m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 5 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu merah | bh | 70.000 | Rp- | ||
| PC | kg | 9.680 | Rp- | |||
| Pasir pasang | m³ | 0.045 | Rp- | |||
| Rp- | ||||||
| 2.5 | Memasang 1 m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 6 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu merah | bh | 70.000 | Rp- | ||
| PC | kg | 8.320 | Rp- | |||
| Pasir pasang | m³ | 0.049 | Rp- | |||
| Rp- | ||||||
| 2.6 | Memasang 1 m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 8 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Batu merah | bh | 70.000 | Rp- | ||
| PC | kg | 6.500 | Rp- | |||
| Pasir pasang | m³ | 0.050 | Rp- | |||
| Rp- | ||||||
| 2.7 | Memasang 1 m² dinding HB/CB 20 , campuran spesi 1 PC : 3 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | HB/CB 20 | bh | 12.500 | Rp- | ||
| PC | kg | 30.320 | Rp- | |||
| Pasir pasang | m³ | 0.728 | Rp- | |||
| Besi angkur ∅ = 8 mm | kg | 0.280 | Rp- | |||
| Rp- | ||||||
| 2.8 | Memasang 1 m² dinding HB/CB 20 , campuran spesi 1 PC : 4 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | HB/CB 20 | bh | 12.500 | Rp- | ||
| PC | kg | 24.260 | Rp- | |||
| Pasir pasang | m³ | 0.772 | Rp- | |||
| Besi angkur ∅ = 8 mm | kg | 0.280 | Rp- | |||
| Rp- | ||||||
| 2.9 | Memasang 1 m² dinding HB/CB 15 , campuran spesi 1 PC : 3 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | HB/CB 15 | bh | 12.500 | Rp- | ||
| PC | kg | 22.740 | Rp- | |||
| Pasir pasang | m³ | 0.550 | Rp- | |||
| Besi angkur ∅ = 8 mm | kg | 0.280 | Rp- | |||
| Rp- | ||||||
| 2.10 | Memasang 1 m² dinding HB/CB 15 , campuran spesi 1 PC : 4 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | HB/CB 15 | bh | 12.500 | Rp- | ||
| PC | kg | 18.200 | Rp- | |||
| Pasir pasang | m³ | 0.582 | Rp- | |||
| Besi angkur ∅ = 8 mm | kg | 0.280 | Rp- | |||
| Rp- | ||||||
| 2.11 | Memasang 1 m² dinding HB/CB 10 , campuran spesi 1 PC : 3 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | HB/CB 10 | bh | 12.500 | Rp- | ||
| PC | kg | 15.160 | Rp- | |||
| Pasir pasang | m³ | 0.364 | Rp- | |||
| Besi angkur ∅ = 8 mm | kg | 0.280 | Rp- | |||
| Rp- | ||||||
| 2.12 | Memasang 1 m² dinding HB/CB 10 , campuran spesi 1 PC : 4 PP | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | HB/CB 10 | bh | 12.500 | Rp- | ||
| PC | kg | 12.130 | Rp- | |||
| Pasir pasang | m³ | 0.388 | Rp- | |||
| Besi angkur ∅ = 8 mm | kg | 0.280 | Rp- | |||
| Rp- | ||||||
| 3 | Pekerjaan Beton (SNI 7394:2008) | |||||
| 3.1 | Membuat 1 m³ pondasi beton bertulang (150 kg besi + bekisting) | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kayu kelas III | m³ | 0.200 | Rp- | ||
| Paku 5 cm - 12 cm | kg | 1.500 | Rp- | |||
| Minyak bekisting | liter | 0.400 | Rp- | |||
| Besi beton polos | kg | 157.500 | Rp- | |||
| Kawat beton | kg | 2.250 | Rp- | |||
| PC | kg | 336.000 | Rp- | |||
| Pasir Beton | m³ | 0.540 | Rp- | |||
| Kerikil | m³ | 0.810 | Rp- | |||
| Rp- | ||||||
| 3.2 | Membuat 1 m³ sloof beton bertulang (200 kg besi + bekisting) | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kayu kelas III | m³ | 0.270 | Rp- | ||
| Paku 5 cm - 12 cm | kg | 2.000 | Rp- | |||
| Minyak bekisting | liter | 0.600 | Rp- | |||
| Besi beton polos | kg | 210.000 | Rp- | |||
| Kawat beton | kg | 3.000 | Rp- | |||
| PC | kg | 336.000 | Rp- | |||
| Pasir Beton | m³ | 0.540 | Rp- | |||
| Kerikil | m³ | 0.810 | Rp- | |||
| Rp- | ||||||
| 3.3 | Membuat 1 m³ kolom beton bertulang (300 kg besi + bekisting) | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kayu kelas III | m³ | 0.400 | Rp- | ||
| Paku 5 cm - 12 cm | kg | 4.000 | Rp- | |||
| Minyak bekisting | liter | 2.000 | Rp- | |||
| Besi beton polos | kg | 315.000 | Rp- | |||
| Kawat beton | kg | 4.500 | Rp- | |||
| PC | kg | 336.000 | Rp- | |||
| Pasir Beton | m³ | 0.540 | Rp- | |||
| Kerikil | m³ | 0.810 | Rp- | |||
| Kayu kelas II balok | m³ | 0.150 | Rp- | |||
| Plywood 9 mm | lbr | 3.500 | Rp- | |||
| Dolken kayu galam, ∅ (8-9) cm, panjang 4 m | btg | 20.000 | Rp- | |||
| Rp- | ||||||
| 3.4 | Membuat 1 m³ balok beton bertulang (300 kg besi + bekisting) | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kayu kelas III | m³ | 0.320 | Rp- | ||
| Paku 5 cm - 12 cm | kg | 3.200 | Rp- | |||
| Minyak bekisting | liter | 1.600 | Rp- | |||
| Besi beton polos | kg | 210.000 | Rp- | |||
| Kawat beton | kg | 3.000 | Rp- | |||
| PC | kg | 336.000 | Rp- | |||
| Pasir Beton | m³ | 0.540 | Rp- | |||
| Kerikil | m³ | 0.810 | Rp- | |||
| Kayu kelas II balok | m³ | 0.140 | Rp- | |||
| Plywood 9 mm | lbr | 2.800 | Rp- | |||
| Dolken kayu galam, ∅ (8-9) cm, panjang 4 m | btg | 16.000 | Rp- | |||
| Rp- | ||||||
| 3.5 | Membuat 1 m³ kolom praktis beton bertulang (11 x 11) cm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kayu kelas III | m³ | 0.002 | Rp- | ||
| Paku 5 cm - 12 cm | kg | 0.010 | Rp- | |||
| Besi beton polos | kg | 3.000 | Rp- | |||
| Kawat beton | kg | 0.045 | Rp- | |||
| PC | kg | 4.000 | Rp- | |||
| Pasir Beton | m³ | 0.006 | Rp- | |||
| Kerikil | m³ | 0.009 | Rp- | |||
| Rp- | ||||||
| 3.6 | Membuat 1 m³ ring balok beton bertulang (10 x 15) cm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kayu kelas III | m³ | 0.003 | Rp- | ||
| Paku 5 cm - 12 cm | kg | 0.020 | Rp- | |||
| Besi beton polos | kg | 3.600 | Rp- | |||
| Kawat beton | kg | 0.050 | Rp- | |||
| PC | kg | 5.500 | Rp- | |||
| Pasir Beton | m³ | 0.009 | Rp- | |||
| Kerikil | m³ | 0.015 | Rp- | |||
| Rp- | ||||||
| 4 | Pekerjaan Plesteran (SNI 2837:2008) | |||||
| 4.1 | Membuat 1 m² plesteran 1 PC: 3 PP, tebal 15 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 7.776 | Rp- | ||
| Pasir pasang | m³ | 0.023 | Rp- | |||
| Rp- | ||||||
| 4.2 | Membuat 1 m² plesteran 1 PC: 4 PP, tebal 15 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 6.240 | Rp- | ||
| Pasir pasang | m³ | 0.024 | Rp- | |||
| Rp- | ||||||
| 4.3 | Membuat1 m² plesteran 1 PC: 5 PP, tebal 15 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 5.184 | Rp- | ||
| Pasir pasang | m³ | 0.026 | Rp- | |||
| Rp- | ||||||
| 4.4 | Membuat 1 m² plesteran 1 PC: 6 PP, tebal 15 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 4.416 | Rp- | ||
| Pasir pasang | m³ | 0.027 | Rp- | |||
| Rp- | ||||||
| 4.5 | Membuat 1 m² plesteran 1 PC: 7 PP, tebal 15 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 3.936 | Rp- | ||
| Pasir pasang | m³ | 0.028 | Rp- | |||
| Rp- | ||||||
| 4.6 | Membuat 1 m² plesteran 1 PC: 8 PP, tebal 15 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 3.456 | Rp- | ||
| Pasir pasang | m³ | 0.029 | Rp- | |||
| Rp- | ||||||
| 4.7 | Membuat 1 m² plesteran 1 PC: 3 PP, tebal 20 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 10.368 | Rp- | ||
| Pasir pasang | m³ | 0.031 | Rp- | |||
| Rp- | ||||||
| 4.8 | Membuat 1 m² plesteran 1 PC: 4 PP, tebal 20 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 8.320 | Rp- | ||
| Pasir pasang | m³ | 0.032 | Rp- | |||
| Rp- | ||||||
| 4.9 | Membuat 1 m² plesteran 1 PC: 5 PP, tebal 20 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 6.912 | Rp- | ||
| Pasir pasang | m³ | 0.035 | Rp- | |||
| Rp- | ||||||
| 4.10 | Membuat 1 m² plesteran 1 PC: 6 PP, tebal 20 mm | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 5.888 | Rp- | ||
| Pasir pasang | m³ | 0.036 | Rp- | |||
| Rp- | ||||||
| 4.11 | Membuat 1 m² acian | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | PC | kg | 3.250 | Rp- | ||
| Rp- | ||||||
| 5 | Pekerjaan Kayu (SNI 3434:2008) | |||||
| 5.1 | Memasang 1 m³ konstruksi kuda-kuda konvensional, kayu kelas I, II, III bentang 6 meter | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Balok kayu | m³ | 1.100 | Rp- | ||
| Besi strip tebal 5 mm | kg | 15.000 | Rp- | |||
| Paku 12 cm | kg | 5.600 | Rp- | |||
| Rp- | ||||||
| 5.2 | Memasang 1 m³ konstruksi kuda-kuda ekspose, kayu kelas I | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Balok kayu | m³ | 1.200 | Rp- | ||
| Besi strip tebal 5 mm | kg | 15.000 | Rp- | |||
| Paku 12 cm | kg | 5.600 | Rp- | |||
| Rp- | ||||||
| 5.3 | Memasang 1 m³ konstruksi gorden, kayu kelas II | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Balok kayu | m³ | 1.100 | Rp- | ||
| Besi strip tebal 5 mm | kg | 15.000 | Rp- | |||
| Paku 12 cm | kg | 3.000 | Rp- | |||
| Rp- | ||||||
| 5.4 | Memasang 1 m³ rangka atap genteng keramik, kayu kelas II | |||||
| Kebutuhan | Satuan | Indeks | Harga Satuan | Jumlah | ||
| Bahan | Kaso-kaso (5 x 7) cm | m³ | 0.014 | Rp- | ||
| Reng (2 x 3) cm | m³ | 0.0036 | Rp- | |||
| Paku 5 cm dan 10 cm | kg | 0.250 | Rp- | |||
| Rp- | ||||||
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