Bahan Bangunan/Konstruksi
No. | Perusahaan | Jenis Produk | Spesifikasi | Tipe | Merk | Nilai TKDN |
---|---|---|---|---|---|---|
1. | PT. Jaya Karya Kontrindo | Box Culvert | Ukuran 60x60x120 s/d 100x100x120; Mutu beton K350 | Box Culvert | JCon | 65.52% |
2. | PT. Pancadarma Puspawira | Hotmix | Kadar aspal 5,6%; Berat Jenis Campuran 2.301 Ton/M3; VIM 3 – 5%; VMA Min 15 %; VFA Min 65%; Stabilitas Marshall Min 1000 Kg ; Pelelehan Plastis 2 – 4 mm; Stabilitas Marshall Sisa setelah Perendaman 24 jam, 60ᴼC Min 90%; PRD Min 2%; Stabilitas Dinamis, Lintasan / mm Min 2500 mm | AC - Wearing Course Modifikasi PG 70 | - | 33.63% |
3. | PT. Pancadarma Puspawira | Hotmix | Kadar aspal 5,4%; Berat Jenis Campuran 2.318 Ton/M3; VIM 3 – 5%; VMA Min 14% ; VFA Min 65%; Stabilitas Marshall Min 1000 Kg ; Pelelehan Plastis 2 – 4 mm; Stabilitas Marshall Sisa setelah Perendaman 24 jam 60ᴼC Min 90%; PRD Min 2 %; Stabilitas Dinamis, Lintasan / mm Min 2500 mm | AC - Binder Course Modifikasi PG 70 | - | 22.94% |
4. | PT. Pancadarma Puspawira | Hotmix | Kadar aspal 5,6%; Berat Jenis Campuran 2.289 Ton/M3; VIM 3 – 5%; VMA Min 15%; VFA Min 65%; Stabilitas Marshall Min 800 Kg; Pelelehan Plastis 2 – 4 mm; Stabilitas Marshall Sisa setelah Perendaman 24 jam 60ᴼC Min 90%; PRD Min 2% | AC - Wearing Course | - | 56.62% |
5. | PT. Pancadarma Puspawira | Hotmix | Kadar aspal 5,4%; Berat Jenis Campuran 2.307 Ton/M3; VIM 3 – 5%; VMA Min 14%; VFA Min 65%; Stabilitas Marshall Min 800 Kg; Pelelehan Plastis 2 – 4 mm; Stabilitas Marshall Sisa setelah Perendaman 24 jam, 60ᴼC Min 90%; PRD Min 2% | AC - Binder Course | - | 50.30% |
6. | PT. Jaya Karya Kontrindo | Uditch dan cover | Ukuran 40x40x120 s/d 100x100x120; Mutu beton K350 | Uditch + Cover | JCon | 71.14% |
7. | PT. Mega Sukma | Aspal Hotmix | Stability Min 1800 Kg; Void In Mix 4-6%; Void Mineral Aggregate Min 13%; Void Filled 65-75; Flow 2.5-4.0; Marshall Quotient Min 300Kg/mm; Retained Stability Min 90%; Absorption Maks 1.2% | Asphalt Concrete – Base (AC-Base) | - | 52.35% |
8. | PT. Mega Sukma | Aspal Hotmix | Stability Min 800Kg; Void In Mix 3-5%; (PRD) Min 2%; Void Mineral Aggregate Min 14%; Void Filled Min 65%; Flow 2-4; Marshall Quotient Min 250Kg/mm; Retained Stability Min 90%; Absorption Maks 1.2% | Asphalt Concrete - Binder Course (AC-BC) | - | 49.59% |
9. | PT. Mega Sukma | Aspal Hotmix | Stability Min 800Kg; Void In Mix 3-5%; (PRD) Min 2.5%; Void Mineral Aggregate Min 15%; Void Filled Min 65%; Flow 2-4; Marshall Quotient Min 250Kg/mm; Retained Stability Min 90%; Absorption Maks 1.2% | Asphalt Concrete - Wearing Course (AC-WC) | - | 48.37% |
10. | PT. Mega Sukma | Aspal Hotmix | Stability Min 600Kg; Void In Mix 3-5%; Void Mineral Aggregate Min 17%; Void Filled Min 68%; Marshall Quotient Min 250Kg/mm; Retained Stability Min 90% | Hot Rolled Sheet – Wearing Course (HRS-WC) | - | 47.16% |
11. | CV. Haka Mubarok | Aspal Hotmix | Stability Min 1000Kg; Void In Mix 3-5%; Void In Mix (PRD) Min 2%; Void Mineral Aggregate Min 14%; Void Filled With Asphalt Min 65%; Flow 2-4mm; Marshall Quotient Min 250Kg/mm; Retained Stability Min 90%; Absorption Asphalt Maks 1.5% | Asphalt Concrete - Binder Course (AC-BC) | - | 49.68% |
12. | CV. Haka Mubarok | Aspal Hotmix | Stability Min 1000Kg; Void In Mix 3-5%; Void In Mix (PRD) Min 2%; Void Mineral Aggregate Min 15%; Void Filled With Asphalt Min 65%; Flow 2-4mm; Marshall Quotient Min 250Kg/mm; Retained Stability Min 90%; Absorption Asphalt Maks 1.7% | Asphalt Concrete - Wearing Course (AC-WC) | - | 48.72% |
13. | PT. Panca Karya Sentosa | Aspal Hotmix | Kadar Aspal 4% | AC - Base (Asphalt Concrete Base) | - | 41.05% |
14. | PT. Panca Karya Sentosa | Aspal Hotmix | Kadar Aspal 5,6% | AC – BC (Asphalt Concrete Binder Course) | - | 39.29% |
15. | PT. Panca Karya Sentosa | Aspal Hotmix | Kadar Aspal 5,9% | AC – WC (Asphalt Concrete Wearing Course) | - | 39.07% |
16. | PT. Panca Karya Sentosa | Aspal Hotmix | Kadar Aspal 6,5% | HRS – WC (Hot Roller Sheet Wearing Course) | - | 38.45% |
17. | PT. Panca Karya Sentosa | Aspal Hotmix | Kadar Aspal 7,5% | Sand Sheet | - | 38.24% |
18. | CV. Haka Mubarok | Aspal Hotmix | Stability Min 200Kg; Void In Mix 3-6%; Void Mineral Aggregate Min 20%; Void Filled With Asphalt Min 75%; Flow 2-3mm; Marshall Quotient Min 80Kg/mm; Retained Stability Min 75%; Absorption Asphalt Maks 1.7% | Sand Sheet | - | 46.07% |
19. | CV. Haka Mubarok | Aspal Hotmix | Stability Min 800Kg; Void In Mix 4-6%; Void In Mix (PRD) Min 3%; Void Mineral Aggregate Min 18%; Void Filled With Asphalt Min 68%; Flow Min 3mm; Marshall Quotient Min 250Kg/mm; Retained Stability Min 80%; Absorption Asphalt Maks 1.7% | Hot Rolled Sheet (HRS) | - | 46.90% |
20. | PT. Focon Interlite | Bata Ringan | Dimensi 7.5X20X60 s/d 10X20X60 | AAC | FOCON INTERLITE | 85.07% |