XI | PEKERJAAN PRASARANA : | | | | | | | | | |
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1 | Pek. Sal. Buis beton 1/2 dia. 30 | | | | M' | pek. Galian tanah | | | 0.25 | m3 |
| (dengan pas. Bata merah & | | | | | pek. Urugan pasir | | | 0.025 | m3 |
| dalam saluran + 30 cm) | | | | | pek. Pasangan batu bata 1:4 | | | 0.7 | m2 |
| | | | | | pek. Plesteran 1:4 | | | 0.9 | m2 |
| | | | | | buis beton 1/2 dia 30 cm | | | 1 | bh |
| | | | | | urugan tanah kembali | | | 0.25 | m3 |
| | | | | | | | | | |
2 | Pek. Sal. Buis beton 1/2 dia. 30 | | | | M' | pek. Galian tanah | | | 0.15 | m3 |
| (dengan pas. Bata merah & | | | | | pek. Urugan pasir | | | 0.025 | m3 |
| dalam saluran + 15 cm) | | | | | pek. Pasangan batu bata 1:4 | | | 0.4 | m2 |
| | | | | | pek. Plesteran 1:4 | | | 0.6 | m2 |
| | | | | | buis beton 1/2 dia 30 cm | | | 1 | bh |
| | | | | | urugan tanah kembali | | | 0.05 | m3 |
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3 | Pek. Saluran batu kali | | | | M' | pek. Galian tanah | | | 1.2 | m3 |
| Uk : dalam 50 cm, lebar 60 cm | | | | | pek. Urugan pasir | | | 0.16 | m3 |
| | | | | | pek. Pasangan batu bata 1:3 | | | 0.53 | m3 |
| | | | | | pek. Plesteran 1:2 | | | 2.16 | m3 |
| | | | | | buang tanah s/d 30 cm | | | 1.2 | m3 |
| | | | | | | | | | |
4 | Pek. Gorong-gorong batu kali 1:3 | | | | M' | pek. Galian tanah | | | 2.24 | m3 |
| | | | | | pek. Urugan pasir | | | 0.24 | m3 |
| | | | | | pek. Pasangan batu bata 1:3 | | | 0.65 | m3 |
| | | | | | pek. Plesteran 1:2 | | | 2.7 | m3 |
| | | | | | buang tanah s/d 30 cm | | | 2.24 | m3 |
| | | | | | beton duiker tebal 15 | | | 0.18 | |
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5 | Pek. Bak Kontrol 40x40x40 | | | | BH | pek galian tanah | | | 0.4 | m3 |
| (tutup bak kontrol dari besi plat) | | | | | pek. Urugan pasir | | | 0.064 | m3 |
| | | | | | Pas bata 1:4 | | | 1.20 | m2 |
| | | | | | Pek. Plesteran 1:4 | | | 2.30 | m2 |
| | | | | | Besi plat 32 cm | | | 5.85 | kg |
| | | | | | urugan tanah kembali | | | 0.14 | m3 |
| | | | | | buang tanah | | | 0.26 | m3 |
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6 | Pek. Bak Kontrol 40x40x40 | | | | BH | pek. Galian tanah | | | 0.4 | m3 |
| (tutup bak kontrol dari beton duiker) | | | | | pek. Urugan pasir | | | 0.064 | m3 |
| | | | | | Pas bata 1:4 | | | 1.20 | m2 |
| | | | | | Pek. Plesteran 1:4 | | | 2.30 | m2 |
| | | | | | beton duiker tebal 10 cm | | | | |
| | | | | | - besi beton dia 8 ' | | | 2.00 | kg |
| | | | | | - bekesting | | | 0.16 | m2 |
| | | | | | - beton 1,2,3 | | | 0.025 | m3 |
| | | | | | urugan tanah kembali | | | 0.14 | m3 |
| | | | | | Buangan tanah | | | 0.25 | m3 |
| | | | | | | | | | |
7 | Pek. Turap batu kali (Tinggi 3 M) | | | | M' | pek. Galian tanah | | | 0.8 | m3 |
| | | | | | pek. urugan pasir | | | 0.12 | m3 |
| | | | | | pondasi batu kali 1:3 | | | 0.5 | m3 |
| | | | | | dinding turap batu kali 1:3 | | | 1.05 | m3 |
| | | | | | brapen 1:4 | | | 3.5 | m2 |
| | | | | | plesteran 1:2 | | | 0.5 | m2 |
| | | | | | alat bantu | | | 1 | ls |
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8 | Pek. Turap batu kali (Tinggi 2 M) | | | | M' | pek. Galian tanah | | | 0.64 | m3 |
| | | | | | pek. urugan pasir | | | 0.12 | m3 |
| | | | | | pondasi batu kali 1:3 | | | 0.4 | m3 |
| | | | | | dinding turap batu kali 1:3 | | | 0.74 | m3 |
| | | | | | brapen 1:4 | | | 2.4 | m2 |
| | | | | | plesteran 1:2 | | | 0.45 | m2 |
| | | | | | alat bantu | | | 1 | ls |
| | | | | | | | | | |
9 | Pek. Paving parkir kendaraan | | | | M2 | pek. Galian tanah | | | 0.4 | m3 |
| (warna abu; T 16 ; uk; uk. 8x105.5x21) | | | | | pek. Urugan pasir urug 5 cm | | | 0.06 | m3 |
| + urugan pasir 5 cm | | | | | pek. Urugan sirtu 20 cm | | | 1 | m2 |
| + urugan sirtu 20 cm | | | | | pemadatan | | | 0.2 | m2 |
| | | | | | paving block | | | 1 | m2 |
| | | | | | pasir pasang untuk pengisian | | | 0.027 | m3 |
| | | | | | tukang batu | | | 0.24 | org/hr |
| | | | | | kepala tukang batu | | | 0.024 | org/hr |
| | | | | | pekerja | | | 0.16 | org/hr |
| | | | | | mandor | | | 0.008 | org/hr |
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10 | Pek. Paving jalan setapak | | | | M2 | pek. Galian tanah | | | 0.25 | m3 |
| (warna abu : T 16; uk. 8x10.5x21) | | | | | pek. Urugan pasir urug 5 cm | | | 0.06 | m3 |
| +urugan pasir 5 cm | | | | | pek. Urugan sirtu 20 cm | | | 0.5 | m2 |
| + urugan sirtu 10 cm | | | | | pemadatan | | | 0.2 | m2 |
| | | | | | paving block | | | 1 | m2 |
| | | | | | pasir pasang untuk pengisian | | | 0.027 | m3 |
| | | | | | tukang batu | | | 0.24 | org/hr |
| | | | | | kepala tukang batu | | | 0.024 | org/hr |
| | | | | | pekerja | | | 0.16 | org/hr |
| | | | | | mandor | | | 0.008 | org/hr |
| | | | | | | | | | |
11 | Pekerjaan kansteen | | | | M2 | pek. Galian tanah | | | 0.07 | m3 |
| | | | | | pek. Bouwplank | | | 0.1 | m' |
| | | | | | pek. Urugan pasir urug 5 cm | | | 0.018 | m3 |
| | | | | | beton kansteen | | | 2.5 | bh |
| | | | | | adukan 1:4 untuk penahan | | | 0.015 | m3 |
| | | | | | semen untuk pengikat | | | 0.1 | zak |
| | | | | | urugan tanah kembali | | | 0.05 | m3 |
| | | | | | pekerja | | | 0.1 | org/hr |
| | | | | | mandor | | | 0.005 | org/hr |
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12 | Pekerjaan pagar BRC, Tinggi 1.2 M | | | | M' | galian tanah | | | 1.188 | m3 |
| (- pondasi batu kali) | | | | | urugan pasir | | | 0.132 | m3 |
| - sloof beton | | | | | aanstamping | | | 0.198 | m3 |
| - panjang pagar 2.40 m) | | | | | pondasi batu kali 1:4 | | | 0.343 | m3 |
| | | | | | sloof beton (75 kg) | | | 0.072 | m3 |
| | | | | | urugan tanah kembali | | | 0.515 | m3 |
| | | | | | pagar BRC | | | 1 | bh |
| | | | | | tiang pipa dia 2" | | | 1.25 | bh |
| | | | | | plesteran 1:4 | | | 0.96 | m2 |
| | | | | | pengecatan dinding (ICI) | | | 0.96 | m2 |
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13 | Pekerjaan pagar BRC, Tinggi 0.9 M | | | | M' | galian tanah | | | 1.188 | m3 |
| (- pondasi batu kali) | | | | | urugan pasir | | | 0.132 | m3 |
| - sloof beton | | | | | aanstamping | | | 0.198 | m3 |
| - panjang pagar 2.40 m) | | | | | pondasi batu kali 1:4 | | | 0.343 | m3 |
| | | | | | sloof beton (75 kg) | | | 0.072 | m3 |
| | | | | | urugan tanah kembali | | | 0.515 | m3 |
| | | | | | pagar BRC | | | 1 | bh |
| | | | | | tiang pipa dia 2" | | | 1.25 | bh |
| | | | | | plesteran 1:4 | | | 0.96 | m2 |
| | | | | | pengecatan dinding (ICI) | | | 0.96 | m2 |
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14 | Pekerjaan talang PVC | | | | M' | talang PVC | | | 0.25 | btg |
| | | | | | kait talang PVC | | | 1 | bh |
| | | | | | corong talang PVC | | | 0.35 | bh |
| | | | | | papan penahan talang samping | | | 0.004 | m3 |
| | | | | | pekerja | | | 0.2 | org/hr |
| | | | | | kepala tukang kayu | | | 0.02 | org/hr |
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| JALAN : | | | | | | | | | |
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15 | Pekerjaan macadam tebal 20 cm | | | | M2 | batu belah | | | 0.24 | m3 |
| | | | | | pasir pasang | | | 0.15 | m3 |
| | | | | | biaya menggilas | | | 1 | m2 |
| | | | | | pekerja | | | 0.3 | org/hr |
| | | | | | mandor | | | 0.01 | org/hr |
| | | | | | | | | | |
16 | Pekerjaan macadam tebal 25 cm | | | | M2 | batu belah | | | 0.3 | m3 |
| | | | | | pasir pasang | | | 0.2 | m3 |
| | | | | | biaya menggilas | | | 1 | m2 |
| | | | | | pekerja | | | 0.3 | org/hr |
| | | | | | mandor | | | 0.01 | org/hr |
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17 | Pekerjaan macadam tebal 30 cm | | | | M2 | batu belah | | | 0.36 | m3 |
| | | | | | pasir pasang | | | 0.2 | m3 |
| | | | | | biaya menggilas | | | 1 | m2 |
| | | | | | pekerja | | | 0.3 | org/hr |
| | | | | | mandor | | | 0.01 | org/hr |
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18 | Biaya menggilas /mesin | | | | Hr | sewa mesin gilas | | | 1 | hr |
| | | | | | bahan bakar (BBM & oli) | | | 1 | ls |
| | | | | | operator mesin gilas | | | 1 | hr |
| | | | | | | | | | |
19 | Amparan batu pecah 5/7 t = 10 cm | | | | M2 | batu pecah 5/7 | | | 0.11 | m3 |
| | | | | | pekerja | | | 0.25 | org/hr |
| | | | | | mandor | | | 0.01 | org/hr |
| | | | | | | | | | |
20 | Amparan batu pecah 2/3, t = 5 cm | | | | M2 | batu pecah 2/3 | | | 0.05 | m3 |
| | | | | | biaya menggilas | | | 1 | m2 |
| | | | | | pekerja | | | 0.2 | org/hr |
| | | | | | mandor | | | 0.01 | org/hr |
| | | | | | | | | | |
21 | Lapisan pengisi /penutup | | | | M2 | batu pecah | | | 0.01 | m3 |
| | | | | | pasir beton | | | 0.01 | m3 |
| | | | | | pekerja | | | 0.16 | org/hr |
| | | | | | mandor | | | 0.008 | org/hr |
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22 | Pengaspalan manual | | | | M2 | abu batu | | | 0.004 | m3 |
| | | | | | aspal | | | 4 | kg |
| | | | | | kayu bakar | | | 0.03 | m3 |
| | | | | | tk. Aspal | | | 0.08 | org/hr |
| | | | | | mandor | | | 0.004 | org/hr |
| | | | | | alat bantu | | | 1 | ls |
| | | | | | | | | | |
23 | Lapisan penetrasi | | | | M2 | batu pecah 1/2 | | | 0.01 | m3 |
| | | | | | pasir beton | | | 0.01 | m3 |
| | | | | | abu batu | | | 0.004 | m3 |
| | | | | | aspal | | | 4 | m3 |
| | | | | | kayu bakar | | | 0.03 | kg |
| | | | | | tk. Aspal | | | 0.08 | m3 |
| | | | | | pekerja | | | 0.16 | org/hr |
| | | | | | mandor | | | 0.012 | org/hr |
| | | | | | biaya menggilas | | | 1 | m2 |
| | | | | | alat bantu | | | 1 | ls |
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24 | Lapisan Hotmix | | | | M2 | pembersihan permukaan jalan | | | 1 | m2 |
| | | | | | penaburan aspal perekat | | | 1 | m2 |
| | | | | | lapisan aspal hotmix | | | 0.11 | ton |
| | | | | | biaya menggilas | | | 1 | m2 |
| | | | | | tukang aspal | | | 0.03 | org/hr |
| | | | | | mandor | | | 0.015 | org/hr |
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