THE STUDY FOR DEVELOPMENT OF GREATER JAKARTA METROPOLITAN PORTS –SUMMARY REPORT–
CHAPTER-12 SHORT-TERM AND PHASED DEVELOPMENT PLAN
CHAPTER-12. SHORT-TERM AND PHASED DEVELOPMENT PLAN
12-A. IDENTIFICATION OF SHORT-TERM DEVELOPMENT PROJECTS TOWARD 2012
411. The proposed major projects in the Master Plan for 2025 are evaluated from the following viewpoints:
Ø Urgency from the perspective of cargo demand Ø Economic impact to the national /regional economy Ø Environmental impact Ø Profitability Ø Expected difficulty in coordinating with related parties Ø Flexibility of development (Step by step development)
412. Based on the above evaluation and the need to stimulate economic activity in Jakarta Metropolitan area, the Study team selects the following projects toward 2012.
12-A-1 Tanjung Priok
To improve the navigational capacity and safety Ø Widening main channel in order to secure two-way traffic with relocation of the existing breakwater together with securing enough turning basin to accommodate larger vessels To meet the urgent needs of port users such as export/import industries Ø Establishment of a dedicated-use automobile terminal to facilitate trade of automobile products in AFTA era and to promote various product-related industries in Indonesia To re-organize ineffective land use of the existing port Ø Improvement of inter-island container and bulk cargo handling together with development of a new port area in East-Ancol by reclamation to expedite re-organization of ineffective land use of the port To improve the road traffic situation in/around the port Ø Improvement of the main road network in the port with proper traffic management and development of an east-west highway connecting the port with the JORR northern extension toll road
171 THE STUDY FOR DEVELOPMENT OF GREATER JAKARTA METROPOLITAN PORTS –SUMMARY REPORT–
CHAPTER-12 SHORT-TERM AND PHASED DEVELOPMENT PLAN
Table 12-A-1 Project Components Toward 2012 (Tanjung Priok) Port Project Remarks To improve the Widening the Main Channel (300m) and Turing Phasing implementation navigational Basin (Maximum diameter is 560m) capacity and safety Widening the channel and basin to the Nusantara area including MTI (200m) To meet the urgent Automobile Terminal Development (Berth: -10m, Should be operated in 2006 needs of port users 250m, Terminal area: 9ha) To re-organize Inter-island Container Handling Improvement Re-development of Pier III ineffective land use and MTI expansion of the existing port Bulk Cargo Handling Improvement Passenger Terminal Relocation A new passenger terminal is developed in Ancol development area Inland Yard Development (Land-use re-development in the urban area Another study is required. adjacent to the port) Ancol Development (New Passenger Terminal, Multi Purpose Terminal and Access Road) To improve the road Port Inner Road Improvement traffic situation Eastern Port Access Highway Development in/around the port Linking with JORR
12-A-2 Bojonegara
To meet the future container demand and to lessen the burden of Tanjung Priok Ø Development of a new container terminal with 2 berths (CT1 & CT2) together with a multi purpose terminal with 1 berth (CT1 & CT2 will be deepened up to -14m in the long run.) Table 12-A-2 Project Components Toward 2012 (Bojonegara)
Port Project Remarks
To meet the future Container Terminal Development (-12m, 600m) Should be operated in 2010 container demand Multi Purpose Terminal Development (-10m, 220m) Should be operated in 2008 and to lessen the (Ro-Ro Terminal Development) Another study is required. burden of Tanjung Breakwater, Channel and Basin Development Phasing implementation Priok Port Access Road Development Should be completed by 2008
12-B. SHORT-TERM DEVELOPMENT PLAN TOWARD 2012
413. Layout of the port facilities of Tanjung Priok and Bojonegara new port in 2012 are shown in Figure 12-B-1 and Figure 12-B-2.
Figure 12-B-1 Layout of the Port Facilities in 2012 (Tanjung Priok) Figure 12-B-2 Layout of the Port Facilities in 2012 (Bojonegara)
172 -14m Short-term Plan (toward 2012) 300m
Breakwater 100 200 500 1,000m Demolition
Channel, Basin Dredging R1120m Car terminal Passenger terminal
Multi Pupose Terminal 783m 590m 962m Green Buffer Zone
Port Related Zone 440m 120m -10m 200m -9m Re-development / Reclamation (Port Side) 560m 400m 130m -14m 220m -12m Re-development (Urban Side) -14m 2L(400m) KOMPLEK 112m 400m TNI-AL -10~11m 200m -10m KOMPLEK 112m AIRUD -10~11m 250m
440m 80m 400m 57m -9m
200m 200m 277m 350m 192m
552m 300m -7.5m 200m
250m
JL. PANAITAN
JL. PELABUHAN RAYA PERTAMINA
PT PELINDO II Ancol Reclamtion Project Area (Original) JL. PADAMARANG
JL. PENJALAI
JL. STASIUN TANJUNG PRIOK
5.8ha JL. ANGIN PRAHARA 4.5ha STA. KERETA API JL. LAKS. RE MARTADINATA
JL. RAYA CAKUNG CILINCING Port Related Road
Access Road Improvement (Urban Side) Short-term Plan (toward 2012)
300m
340m
(-5m)
(-8m) 100m 80 500m Container Terminal 50m Ø300m (-10m) (-12~14m) Multi purpose terminal (GC, CT etc.) 230m 200m 220m Ro-Ro terminal or Multi Purpose Terminal 200m (-12~14m) Government zone 300m 300m Ø560m Port related zone (-12~14m) 600m GC cargo Hanlind zone 450m
Channel, Basin Dredging
Breakwater
Road
100 200 500 1,000m THE STUDY FOR DEVELOPMENT OF GREATER JAKARTA METROPOLITAN PORTS –SUMMARY REPORT–
CHAPTER-12 SHORT-TERM AND PHASED DEVELOPMENT PLAN
12-C. PHASED DEVELOPMENT PLAN
414. Based on the master plans and short-term development projects for Tanjung Priok and Bojonegara new port, the study team formulates phased development plans as shown in Figure 12-C-1 to Figure 12-C-2 considering cost effective process as well as easiness of construction work. The major points are as follows:
Tanjung Priok Ø Firstly, widening of the main channel and turning basin, development of an automobile terminal and improving the road situation in/around the port will be focused on to increase port capacity. Ø Gradually, re-development of the existing land-use will be implemented followed by the development of East-Ancol. When starting the development of East-Ancol, new access channel (one-way) will be developed from the existing main channel by cutting a part of the west breakwater in order to reduce the dredging cost and development cost of a new breakwater. Ø Development area in East-Ancol will be gradually expanded and the access channel for MTI terminal will be widened in accordance with the relocation of the military base. Ø In the long term, development will be focused on the east area, including the relocation of PMB berth to offshore together with consolidation of international container terminal, expansion of some special wharves, and opening of the east channel for one-way traffic. Ø East side development will be followed by development of a new area by reclamation. Consolidated dock yard, newly developed special wharves, and new Kalibaru port will be established here. Bojonegara Ø Firstly, development of container terminal and multi purpose terminal will be carried out in the area sheltered by two small offshore islands. Ø Ro-Ro terminal and other special berths will be developed when needed. Ø In accordance with the increase of container demand, the container terminal will be gradually expanded along the coast line to the south-east direction together with the development of a breakwater. Ø In the long term, cargo berths will be developed making use of two small offshore islands. Figure 12-C-1 Phased Development Plan (Tanjung Priok) Figure 12-C-2 Phased Development Plan (Bojonegara)
175 -14m Urgent Plan (2006) 300m
Breakwater 100 200 500 1,000m Demolition 航路拡幅に伴う Channel, Basin Dredging 防波堤移設 アクセス航路の拡幅R1120m （300m） Car terminal 防波堤移設
783m 港湾内航路の拡幅（300m）
ヤード開発（埋立） 自動車ターミナルの整備 Re-development / Reclamation (Port Side) 400m -12m
KOMPLEK 2L(400m) TNI-AL -10~11m
KOMPLEK AIRUD ふ頭開発（埋立） -10~11m 250m
80m
57m
200m 277m
192m
552m
ヤード開発 200m
250m
JL. PANAITAN
JL. PELABUHAN RAYA PERTAMINA
PT PELINDO II Ancol Reclamtion Project Area (Original) JL. PADAMARANG
JL. PENJALAI
JL. STASIUN TANJUNG PRIOK
5.8ha JL. ANGIN PRAHARA 4.5ha STA. KERETA API JL. LAKS. RE MARTADINATA
港内道路の改良
JORR北側延長 JL. RAYA CAKUNG CILINCING Port Related Road
Access Road Improvement (Urban Side) -14m Urgent Plan (2008) 300m
Breakwater 100 200 500 1,000m Demolition
Channel, Basin Dredging R1120m Car terminal 防波堤移設 回頭泊地の拡張
783m 590m
航路の拡幅
Re-development / Reclamation (Port Side) 560m 400m -14m -12m
KOMPLEK 2L(400m) TNI-AL -10~11m
KOMPLEK AIRUD -10~11m 250m
80m
57m
200m 277m
192m
552m 島嶼間コンテナターミナルへの再編
200m
250m
JL. PANAITAN
JL. PELABUHAN RAYA PERTAMINA
PT PELINDO II Ancol Reclamtion Project Area (Original) JL. PADAMARANG
JL. PENJALAI
JL. STASIUN TANJUNG PRIOK
5.8ha JL. ANGIN PRAHARA 4.5ha STA. KERETA API JL. LAKS. RE MARTADINATA
東側港湾アクセス高速道の整備 JL. RAYA CAKUNG CILINCING Port Related Road
Access Road Improvement (Urban Side) -14m Urgent Plan (2010) 300m
Breakwater 100 200 500 1,000m Demolition 航路及び泊地の整備
Channel, Basin Dredging R1120m Car terminal 防波堤移設 Passenger terminal 防波堤の整備 Multi Pupose Terminal 783m 590m 962m Green Buffer Zone 航路の拡幅 Port Related Zone 120m 港湾関連物流ゾーン -10m Re-development / Reclamation (Port Side) 560m 400m -14m -12m -14m
KOMPLEK 2L(400m) 112m 400m TNI-AL -10~11m 200m -10m KOMPLEK 112m AIRUD -10~11m 多目的ターミナルの整備 250m
440m 80m 57m
200m 200m 277m 緑地帯（マングローブなど） 350m 192m
552m 300m -7.5m 200m
250m
JL. PANAITAN
JL. PELABUHAN RAYA PERTAMINA
港内再開発のPT PELINDO II ための移転用地確保 Ancol Reclamtion Project Area (Original) JL. PADAMARANG
JL. PENJALAI
JL. STASIUN TANJUNG PRIOK
5.8ha JL. ANGIN PRAHARA 4.5ha STA. KERETA API 旅客JL. LAKS.タ RE MARTADINATAーミナルの整備
JL. RAYA CAKUNG CILINCING Port Related Road バルク取扱施設への再編（CPO、建材等） Access Road Improvement (Urban Side) アンチョールへの アクセス道路の整備 港内再開発のための移転用地確保 （小型船舶用等）