Accelerate the Development of Road Toll Solo - Ngawi Ngawi Groundbreaking Toll Road - Kertosono
Thursday, April 30, 2015, the President of the Republic of Indonesia, Mr. Joko Widodo, accompanied by Minister of Public Works and Housing, Mr. Basuki Hadimuljono, and the Minister for State Owned Enterprises, Mrs. Rini Soemarmo, the inauguration of the accelerated development of Road Toll Solo - Ngawi and groundbreaking Toll road Ngawi - Kertosono.
In his speech, Mr. President targets the development of the toll road was completed within 2.5 years. The challenge was answered by the President Director of PT. Jasa Marga (Persero) Tbk., Mr. Adityawarman, will be completed within 2 years at the time explained that the panel has been set up. PT. Jasa Marga (Persero) Tbk. and PT. Clairvoyant Toll Road (a subsidiary of PT. Waskita Karya (Persero) Tbk.) Is a new shareholder in PT. Solo Ngawi Jaya and PT. Ngawi Kertosono Jaya as Toll Road Agency's second toll road, replacing PT. Thiess Contractors Indonesia and PT. Ferino Son.
In addition, the President also said that the private sector is given the opportunity as much as possible in the construction of toll roads. If the private sector can not build, then the construction of toll roads submitted to the State Owned Enterprises (SOEs). And if the state-owned enterprises can not build, then the Government (Ministry PUPR) will be built using the State Budget (APBN).
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DATA TEKNIS |
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1. |
Jalan Tol Ruas Solo – Ngawi |
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a |
Panjang Jalan Tol |
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90,10 km |
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b |
Lokasi Pekerjaan |
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Kabupaten Boyolali, Kabupaten Karanganyar; Kabupaten Sragen, Kabupaten Ngawi |
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c |
Kecepatan Rencana |
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120 km/jam |
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d |
Jumlah Lajur |
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- Tahap Awal - Tahap Akhir |
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2 x 2 2 x 2 |
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e |
Lebar Lajur |
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3,6 m |
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f |
Lebar Bahu Luar |
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3 m |
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g |
Lebar Bahu Dalam |
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1,5 m |
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h |
Lebar Median - Tahap Awal - Tahap Akhir |
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12,7 m (termasuk bahu dalam) 5,5 m (termasuk bahu dalam) |
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i |
Jumlah Simpang susun / on-off ramp |
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4 buah (Simpang Susun Solo, Karanganyar, Sragen, Ngawi) |
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j |
Junction |
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1 buah |
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k |
Jumlah Underpass |
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5 buah |
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l |
Bridge |
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2 buah |
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m |
Box Culvert |
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9 buah |
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n |
Pipe Culvert |
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39 buah |
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o |
Overpass |
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22 buah |
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p |
Jembatan Penyebrangan Orang |
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3 buah |
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q |
Tipe perkerasan jalan - Lajur Lalu Lintas - Bahu Dalam - Bahu Luar |
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Rigid Pavement Flexible Pavement Flexible Pavement |
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DATA TEKNIS |
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2. |
Jalan Tol Ruas Ngawi – Kertosono |
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a |
Panjang Jalan Tol |
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87,018 km |
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b |
Lokasi Pekerjaan |
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Kabupaten Jombang, Kabupaten Madiun, Kabupaten Magetan, Kabupaten Nganjuk, dan Kabupaten Ngawi, Provinsi Jawa Timur |
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c |
Kecepatan Rencana |
: |
120 km/jam |
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d |
Jumlah Lajur |
: |
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- Tahap Awal - Tahap Akhir |
: |
2 x 2 2 x 2 |
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e |
Lebar Lajur |
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3,6 m |
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f |
Lebar Bahu Luar |
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3 m |
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g |
Lebar Bahu Dalam |
: |
1,5 m |
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h |
Lebar Median - Tahap Awal - Tahap Akhir |
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12,7 m (termasuk bahu dalam) 5,5 m (termasuk bahu dalam) |
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i |
Jumlah Simpang susun / on-off ramp |
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3 buah (Simpang Susun Madiun, Caruban, Nganjuk) |
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j |
Junction |
: |
- |
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k |
Jumlah Underpass |
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2 buah |
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l |
Bridge |
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11 buah |
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m |
Box Culvert |
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14 buah |
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n |
Pipe Culvert |
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14 buah |
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o |
Overpass |
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104 buah |
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p |
Jembatan Penyebrangan Orang |
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3 buah |
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q |
Tipe perkerasan jalan - Lajur Lalu Lintas - Bahu Dalam - Bahu Luar |
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- Rigid Pavement - Flexible Pavement - Flexible Pavement
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