| Patok | DN | Aspal | Beton | Tanah | Syphon | Total HDPE | GI Jembatan | Total Segmen | Dikerjakan | Sisa |
|---|---|---|---|---|---|---|---|---|---|---|
| P0-P1 | 50 |
156 /
90 Sisa: -66 m (173.33%) |
124 /
190 Sisa: 66 m (65.26%) |
134 /
880 Sisa: 746 m (15.23%) |
40 | 1200 | 7 | 1207 | 414 | 793 |
| P1-P2 | 100 |
51 /
9 Sisa: -42 m (566.67%) |
51 /
60 Sisa: 9 m (85%) |
51 /
80 Sisa: 29 m (63.75%) |
8 | 157 | 9 | 166 | 153 | 13 |
| DN | Aspal | Beton | Tanah | Syphon | Total HDPE | GI Jembatan | Total Segmen | Dikerjakan | Sisa |
|---|---|---|---|---|---|---|---|---|---|
| 50 | 180 | 380 | 1760 | 80 | 2400 | 14 | 2414 | 414 | 2000 |
| 100 | 18 | 120 | 160 | 16 | 314 | 18 | 332 | 153 | 179 |