BELAWAN PORT DEVELOPMENT PROJECT November 2008

GENERAL CONDITION LOCATION This port is very strategic because it is located in the international shipping lane and geographically it’s position in : 03 – 43’ – 00’ LU North Latitude 98 – 42’ – 08’ BT East Longitude Belawan Container Terminal is located at the mouth of Belawan River and Deli River with shipping channel that measures 13,5 km in length connecting the port to the sea in Malacca straits. The port is around 30 km away from Medan, the capital of North Sumatra province, with total area 300.200 m2 Gabion Belawan Container Terminal Situated at the north east of Sumatera island which located approximately 27 km from the centre of Medan, the provincial capital of North Sumatera facing. Malacca Strait, the port of Belawan has steadily grown and become the largest port in Sumatera and the third largest port in Indonesia after Tanjung Priok port in Jakarta and Tanjung Perak port in Surabaya. The port is an integrated international port handling all types of cargo (general cargo, container, bulk etc). Gabion Belawan Container Terminal is the biggest Container Terminal located at Belawan port. In term of total cargo throughput in 2007 GBCT handled 581.378 TEUS,

GENERAL CONDITION ACCESS CHANNEL

GENERAL CONDITION EXISTING Pertamina Jetty kapasitas : 17.000 DWT Container Terminal Tambatan : 850 M’ - Kedalaman : - 10-11 Mlws - C Y : 98.000 M2 Yards : 73.000 M2 C F S : 11.470 M2 Belawan Lama - Tambatan : 602 M’ - Kedalaman : - 5-7 Mlws Passenger Terminal - Internasional : 700 pax - Domestik : 2.450 pax Citra - Tambatan : 625 M’ + 150 M’ Kedalaman : - 5- 8 Mlws - Gudang : 3 Unit Ujung Baru - Tambatan : 1,670 M - Kedalaman : - 9.00 Mlws Pertamina Jetty kapasitas : 17.000 DWT

OPERATION SHIP CALL

OPERATION LOADING / UNLOADING

OPERATION CONTAINER TRAFFIC

PORT DEVELOPMENT CARGO FORECAST

GABION BELAWAN CONTAINER TERMINAL 3

FACILITIES 4 INTERNATIONAL DOMESTIC Berth 500 m 350 m SHIP SERVICES FACILITY INTERNATIONAL DOMESTIC Berth 500 m 350 m Basin Area : 382.500 m2 Depth : 8-10 M.L.W.S CARGO HANDLING FACILITY INTERNATIONAL DOMESTIC Container Yard 105.184 m2 81.402 m2 REEFER PLUGS : 72 Points 4

PORT DEVELOPMENT BELAWAN MASTER PLAN

PORT DEVELOPMENT PHASE SHORT TERM (2008-2012) MEDIUM TERM (2013-2022) LONG TERM (2023-2032) HUB PORT SCENARIO

DEVELOPMENT BACKGROUND Utilizing the Competitive Advantage (Geografic and Hinterland) Developing to be the hub port Growing of container throughput Anticipating the trend of containerization 12

PROJECT PROFILE Name of project : Belawan Port short term Development Project Project cost : US$ 235.758.513,83 Stage 1 : US$ 125.455.456,09 consisting of Under IDB Financing 82,28% Under GOI Financing 17,89% Stage 2 : US$ 233.331.143,69 consisting of Under IDB Financing 79,27% Under GOI Financing 20,78% Executing agency : Ministry of Transportation Location : Belawan, Nort Sumatera Province Project period : 6 (six) years, comprise of ; Stage 1 : 3 (three) years Stage 2 : 3 (three) yaers 13

PHASE OF GBCT DEVELOPMENT PROGRAM 14

GBCT FIRST EXTENSION PROJECT ESTIMATION COST STAGE-I No Description Amount (US$) Equipment 1 Gantry crane 18.183.548,39 2 Transtainer 9.096.774,19 3. Trailer 1.667.741,94 4. Chassis 1.364.516,13 5 Reach stacker 1.010.752,69 Civil Work 1. Dredging 3.732.079,84 2. Reclamation 25.394.806,45 3. Revertment 393,709,68 4. Soil improvement 7.965.204,84 5. Container yard 4.239.946,24 6. Container wharf-14 mlws 17.641.129,03 7. Drainage 107.526.88 8. Road 1.799.650,54 9. Utility 322.580,65 Engineering cost 4.646.498,37 Contigency 18.585.993,49 Value added Tax 9.292.996,75 Total 125.455.456,09 15

GBCT FIRST EXTENSION PROJECT ESTIMATION COST STAGE-II No Description Amount (US$) Equipment 1 Gantry crane 18.183.548,39 2 Transtainer 9.096.774,19 3. Trailer 1.667.741,94 4. Chassis 1.364.516,13 5 Reach stacker - Civil Work 1. Dredging 3.732.079,84 2. Reclamation 25.394.806,45 3. Revertment 393,709,68 4. Soil improvement 7.965.204,84 5. Container yard 4.239.946,24 6. Container wharf-14 mlws 17.641.129,03 7. Drainage 107.526.88 8. Road 1.799.650,54 9. Utility 322.580,65 Engineering cost 4.595.960,74 Contigency 4.595.960,74 Value added Tax 9.191.921,48 Total 110.303.057,74 16

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