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AIRPORTS

 

Surabaya International Airport, East Java, INDONESIA

 

Surabaya, situated in the province of East Java, is the second largest city of Indonesia and a thriving centre of industry, agriculture and commerce. The original Juanda Airport was opened in 1964 and since its operation for civil aviation in 1981, the airport has experienced consistent annual growth in domestic and international aircraft movements, passengers and cargo. To accommodate this increasing capacity requirement, a major upgrading scheme financed by JBIC has been developed by DCI's client, Japan Airport Consultants Inc. working in association with their local counterpart, LAPI-ITB.

The master plan for upgrading this airport to an international standard, provides for a two stage approach, firstly Stage 1 up to 2005 and thereafter Stage 2 up to 2010.

 

 

 

CLIENT:

 

· Japan Airport Consultants Inc., for

 

· Directorate General of Air Communications, Ministry of

 

Communications

 

PROJECT SCOPE:

 

· Repair and upgrading of runway, taxiways and apron

 

· Construction of new parallel, connecting and exit taxiways, new apron and GSE areas

 

· Construction of new passenger terminal building (51,000 s.m.)

 

· New cargo facilities building (14,000 s.m.)

 

· New control tower, operation and administration buildings

 

· New Rescue and fire fighting station

 

· Utilities upgrading

 

· Fuel storage and supply system

 

PERIOD OF SERVICES:

 

· 1997 to 2007

 

 

 

DCI SCOPE:

 

 

 

· Production of pre-qualification documents, evaluation criteria and guidelines.

 

· Design team co-ordination,

 

· Preparation of bid documents, bidding procedures, evaluation criteria and guidelines.

 

· Bid evaluation, negotiation and contract award

 

· Contract management and administration

 

 

 

· Progress monitoring and control

 

· Staff training

 

· Completion and hand-over services

 

 

 

 

 

 

 

 

 

 


 

AIRPORTS

Balikpapan Airport, East Kalimantan, INDONESIA

 

Balikpapan is a major petroleum production centre in East Kalimantan with very extensive local oil and gas deposits and an established infrastructure for refining and processing the products of this industry. Forestry and agriculture together with the mining of coal, metal ores and minerals constitute other significant industries in this thriving location.

DCI have provided support consultancy services to their client on two successive JBIC (OECF) financed, major development projects at Balikpapan Airport and consequently retained a continuous site presence at this location from 1991 to 1998.

 

CLIENT:

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· Japan Airport Consultants Inc., for

 

· Directorate General of Air Communications, Ministry of

 

 

Communications

 

PROJECT 1 SCOPE:

 

· Runway - repaired and extended to 3,300m with land reclamation

 

and major earthworks

 

· Parallel taxiway - upgrading for use as temporary runway and thence restoring to taxiway use

 

 

· Apron reconstruction and expansion

 

· Construction of new passenger terminal building (12,000 s.m.)

 

· Airfield lighting and radio navaids

 

· Site improvement, sea walls, jetty, air - sea rescue facility, roads and car-parking

 

PROJECT 2 SCOPE:

 

· Aircraft hangars (5,600 and 6,200 s.m.)

 

· Administration and general aviation buildings

 

· Offshore rescue equipment

 

· Aircraft fuel storage and supply facilities

 

 

PERIOD OF SERVICES:

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· Project 1 - 1989 to 1996

· Project 2 - 1996 to 1997

 

 

DCI SCOPE:

 

· Production of pre-qualification documents, evaluation criteria and guidelines.

 

· Preparation of bid documents, bidding procedures, evaluation criteria and guidelines.

 

· Bid evaluation, negotiation and contract award

 

· Contract management and administration

 

· Progress monitoring and control

 

· Staff training

 

· Completion and hand-over services

 

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HYDRO POWER PROJECTS

 

Renun Hydro Electric Power and Transmission Line Project,North Sumatra, INDONESIA

 

The Renun Project is located at Lake Toba in North Sumatra approximately 120 km south west of Medan. Lake Toba and the surrounding area is of outstanding natural beauty and understandably a very popular although remote tourist location.

The vital environmental sensitivity together with the remote, elevated location and difficult geological conditions make this an extremely demanding project.

Hydropower for the project is derived from inlet water taken from a number of rivers flowing on the Batak plateau at around 1500 to 1600 meters above sea level, diversion through a 3 metre diameter tunnel 20 kilometres long constructed through the pyroclastic Toba formations and discharging into the lake at around 900 metres above sea level. The power plant produces 82 MW of power through two turbines.

The Indonesian Government has received the financial assistance of the Japanese Government through a JBIC loan, to facilitate implementation of this major project. The implementation agency for the works is PT. Perusahaan Listrik Negara (Persero) otherwise known in Indonesia as PLN. DCI’s client is Nippon Koei Co. Ltd of Japan, the project designer and project management consultant.

The implementation of the Project has been divided into a number of separate contract packages each awarded under International Competitive Bidding (ICB).

DCI are involved with the Lo II Civil Works Package for which the scope is described below.

The project implementation had been continuing since 1995 and progress has been affected by a considerable variety of commercial and contractual challenges. DCI were invited to provide consultancy support services in 2003 to assist in the completion of the works.

 

 

CLIENT:

· Nippon Koei Co. Ltd. for PLN.

 

PROJECT SCOPE:

· Downstream Headrace Tunnel

Concrete-lined circular pressure flow tunnel 11,151.347 m long and connecting the regulating pond to the surge tank.

3.3 m diameter, 0.4 m thick, design discharge 22.1 m3/sec.

· Branch Tunnel

3,403 m long circular pressure tunnel connecting tributary intake shafts No. 10 and No. 11 to the downstream headrace tunnel.

2.5 m diameter, design discharge 3.5 m3/s.

· Surge Tank

At end of downstream headrace tunnel, connecting to the penstock tunnel

To compensate for excessive high water pressure due to sudden shut-down of turbine operation.

Restricted orifice type; 8.0 m inside diameter, 57.6 m high.

· Penstock Tunnel

Inclined steel liner backfilled with concrete,

Upper inclined penstock line - diameter 3.3 m to 3.0 m,

Middle horizontal penstock - 2.5 m diameter, 127.3 m long,

Lower inclined penstock line - 2.0 m diameter, 157.1 m long,

Bifurcated to two branches 1.2 m in diameter connecting to each turbine.

Total length around 850 m.

· Powerhouse

External steel framed, concrete and masonry building, floor area 5500 m2,

Five floors to accommodate two generating units each of installed capacity at 41 MW.

· Tailrace - Channel type, trapezoidal section

· Outdoor Switchyard

 

 

PERIOD OF DCI SERVICES:

 

· 2003 to 2005

 

 

DCI SCOPE:

· Analysis and evaluation of time and cost claims for delay, disruption and extension of time.

· Preparation of detailed claims report, describing:

Practical basis of each claim

Contractual/legal basis and validity

Financial evaluation of valid claims

Recommendation for further action

· Provision of assistance to the Client for contractual/commercial settlement.

· Provision of strategic advice to the Client for project completion

 


 

 

 

HYDRO POWER PROJECTS

 

Asahan 3 Hydroelectric Power Plant, North Sumatra, INDONESIA

 

 

The Province of North Sumatra stretches across the island of Sumatra between the Indian Ocean and the Straits of Malacca.  It borders Aceh province in the northwest and Riau and West Sumatra provinces on the southeast.  The province contains a broad, low plain along the eastern coast where the provincial capital, Medan is located. In the south and west the land rises to an impressive mountain range that runs the length of Sumatra and which is dominated by Lake Toba. Lake Toba is a collapsed volcanic caldera lake on the Batak and Karo Plateaus of the Barisan mountain range. The lake has a surface area of 1,100 km2, depth of 450 m, perimeter of about 450 km and a catchment area of around 3,450 km2.

The Asahan River originates from Lake Toba near the town of Porsea and flows eventually into the Straits of Malacca. The upper reaches of the river flow through rice crop plains but the river’s features drastically changes its features after approximately 30 km, forming a variety of large and small rapids and waterfalls. This is where the Asahan 2 Hydropower Plant was constructed.

The Asahan No. 3 Project will be constructed in the upper reaches of the river just below the existing Asahan 2 Hydropower Plant.  The project location is approximately 260 km southeast of Medan and 30 km east of Lake Toba. The Project area is generally a mountainous area covered by forests. Crop fields also sparsely located on the flatter slope lands between the headworks and the head pond of the Project.

The Indonesian Government has received the financial assistance of the Japanese Government through a JBIC loan, to facilitate the basic and detailed design of this major project. The implementation agency for the works is PT. Perusahaan Listrik Negara (Persero) otherwise known in Indonesia as PLN. DCI’s client is Nippon Koei Co. Ltd of Japan, the project designer and project management consultant.

The Project is divided into 5 separate contract packages all requiring prequalification of bidders and all to be competitively bid on ICB. There are also 2 packages for local bidding.

 

 

CLIENT:

 

Nippon Koei Co. Ltd. for PLN.

 

Contract Package

Scope of Contract Package

Lot I

Civil Works

 

 

 

a)   Temporary river diversion channel 15m wide, 4.5m high and 285m long with cofferdams for construction works

b)   Intake weir to suit gates size 74.5m wide, 29.3m high and 110m long

c)   Intake to suit trashracks and a gate size 9m wide, 10.5m high, 75m long and intake channel of 9m wide and 144m long

d)   Headrace conduit 10m wide, 6m high and 375m long

e)   Headrace channel 9m wide, 6.2m high and 1,296 m long

f)   Head pond with spillway and to suit gates 32 m wide, 9 m high and 126m long

g)   Headrace tunnel with reinforced concrete lining 6.6m inside diameter and 7,773m long

h)   Three work adits for headrace tunnel 181m, 295m and 130m

i)   Headrace surge tank 14m inside diameter and 55 high

j)   Penstock shaft and tunnels to accommodate steel liner 5.3 to 2.9m dia. and 338 m long

k)   Underground power house 22m wide, 38.5m high and 106.6m long for 174 MW (2 units of 87 MW) generating equipment

l)   Tunnels for the powerhouse of access tunnel of 303m long, cable tunnel and shaft 183m long and other access tunnel of 144m long

m)   Tailrace surge tank 15.2m diameter and 39.6m high

n)   Tailrace tunnel with reinforced concrete lining 6.6m diameter and 475m long

o)   Tailrace outfall 14.7m wide, 20m high and 22m long

p)   Switchyard 59m wide and 102m long

q)   Main control buildings, service house, intake and head pond control houses

r)   Porsea substation extension 35m wide by 51m long

 

Lot II

Metal Works

 

 

 

INTAKE WEIR FACILITIES:

a)   Porsea substation extension 35m wide by 51m long

b)   Scouring sluice gates and hoists

c)   Stoplog and monorail hoist for sluice gates

d)   Stoplog for scouring sluice gates

e)   Irrigation discharge intake screen

f)   Irrigation discharge intake gate and hoist

INTAKE FACILITIES:

a)   Intake trashracks

b)   Intake trash raking system

c)   Intake gate and hoist

d)   Stoplog for intake gate

e)   Maintenance flow intake gate and hoist

f)   Irrigation discharge intake gate and hoist

HEADPOND FACILITIES:

a)   Headpond intake gates and hoists

b)   Headpond inlet trashracks

c)   Headpond inlet gate and monorail hoist

d)   Stoplog for intake gate

e)   Headpond sand flush gates and hoists

STEEL PENSTOCK FACILITIES:

a)   Steel penstocks: 5.3 m ~ 5.1 m ~ Bifurcation 6.3 m ~ 3.8 m ~ 3.3 m ~ 2.9 m (total 338m)

b)   Penstock isolating valve:         ND 5.3m

DRAFT TUBE GATES FACILITIES:

a)   Draft tube gates and hoists

TAILRACE OUTFALL CLOSURE FACILITIES:

a)   Guide frame for tailrace outfall closure facilities

ELECTRICAL FACILITIES:

a)  Electrical Power Receiving and Supply Facilities

 

Lot III

Electro – Mechanical Works

 

 

 

a)   Turbine: Vertical Francis, 89,000kW, 300rpm (2 Nos.)

b)   Generator: V-shaft, semi-umbrella, 97,000kVA (2 Nos.)

c)   Main transformer: 150/13.8kV; oil immersed, two winding w/OFWF cooling (2 Nos.)

d)   Powerhouse crane: 110/30/5t (2 Nos.)

e)   Switchgear:150kV, 20kV, 13.8kV and low voltage (2Nos.)

f)   Supervisory control and protection equipment

g)   Telecommunication system

h)   Porsea S/S extension: 150kV switchgear for 2 add circuits

 

 

Lot IV

Transmission Line Works

 

a)   Asahan 3 to Porsea Substation; 150kV x 2 cct; ACSR 240/40 x2 (32 km)

b)   Steel Towers (88 Nos.)

 

 

Lot V

Telemetering and Flood Warning System

 

a)  Telemetering System to monitor and estimate the inflow to the Intake Weir on the Asahan River in order to operate the Power Generation Control System and Flood Warning System

b)  Flood Warning System to provide advance warning to local inhabitants downstream of the Intake Weir when any rapid increase of water level is occurring due to flooding from upper streams and outflow from the head pond

 

 

Local Bidding

Access Road and Base Camp

 

 

PERIOD OF SERVICES:

 

· 2007

 

DCI SCOPE:

 

Quantity Surveying/Contract Engineering Services comprising:

 

a)   Preparation of PQ documents for international tendering, with all necessary schedules and pro-formae.

b)   Preparation of PQ guidelines, defining the procedures for reviewing, scoring and ranking prospective tenderers with detailed evaluation forms

c)   Preparation of Tender documents comprising:

  • Invitation To Tenderers
  • Instructions To Tenderers, defining the procedures for tendering, reviewing, and selection of Contractor(s)
  • Conditions of Contract (using FIDIC Conditions as a basis, with General and Particular Conditions)
  • Specifications for Workmanship, Equipment and Materials, including providing basic reference documents to engineers, coordinating and editing engineers’ draft documents
  • Assisting with preparation of Bills of Quantities (BOQ), including providing basic reference documents and method of measurement to engineers, coordinating and editing engineers’ draft documents and training/supervising local personnel
  • Preparing tender evaluation methodology and guidelines.

 

 


 

 

IRRIGATION PROJECTS

 

Batang Hari Irrigation Project, Sumatra, INDONESIA

 

 

 

 

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Sumatra is one of the world's largest islands and with its fertile soils, climate and natural water supplies, it is naturally one of the richest agricultural areas in Indonesia.

The Batang Hari Irrigation Project provides new and profitable agricultural development through river diversion, improvement and construction of new canals, irrigation and drainage systems over an area of 19,000 hectares. The Indonesian Government received the financial assistance of the Japanese Government through JBIC loan, to facilitate implementation of this major project.

 

The Project area is located at about 200 km east of Padang, the capital of West Sumatra Province and provides around 7,000 hectares of rubber plantation, 6,000 hectares of rice paddy and 6,000 hectares of upland field.

The Batang Hari Irrigation Project utilises the abundant water available from the Batang Hari River and its tributaries the Siat, Palangko-Piruko and Mimpi Rivers.

 

The implementation of the Project has been divided into the following five (5) contract packages under International Competitive Bidding (ICB):

 

ICB Package-1: Construction of the Batang Hari Headworks and the Batang Hari Headrace Channel.

 

ICB Package-2: Irrigation and Drainage Works, Lot-1; Construction and Improvement of Batang Hari System Upstream Reach, Palangko-Piruko and Mimpi Systems, for 3,625 ha of Beneficial Area.

 

ICB Package-3: Irrigation and Drainage Works, Lot-2; Construction and Improvement of Batang Hari System Midstream Reach, for 7,117 ha of Beneficial Area.

 

ICB Package-4: Irrigation and Drainage Works, Lot-3; Construction and Improvement of Batang Hari System Downstream Reach, for 5,549 ha of Beneficial Area.

 

ICB Package-5: Irrigation and Drainage Works, Lot-4; Construction and Improvement of Siat System, for 2,645 ha of Beneficial Area.

 

 

 

CLIENT:

 

! Nippon Koei Co. Ltd. for
the Directorate General of Rural Development, Ministry of Settlements and Regional Infrastructure,
Government of the Republic of Indonesia.

 


PROJECT SCOPE:

· Batang Hari headworks

 

· Main Canals - 154 km.

 

· Secondary canals - 303 km.

 

· Permanent and temporary river diversions

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· Inspection Roads to all main canals

 

· Bridges, spillways, culverts, aqueducts, siphons and gates

 

 

PERIOD OF SERVICES:

 

· ICB Packages - 1, 4 and 5: 1999 to 2002 (planned)

 

· ICB Packages - 2 and 3: 2002 to 2005 (planned)

 

DCI SCOPE:

 

1. - QUANTITY SURVEYING/CONTRACT ENGINEERING

 

· Production of pre-qualification documents, evaluation criteria and guidelines.

 

· Preparation of bid documents, bidding procedures, evaluation criteria and guidelines.

 

· Bid evaluation, negotiation and contract award.

 

· Contract management and administration.

 

· Progress monitoring and control.

 

· Evaluation of time and cost claims for delay and extension of time.

 

· Developing target time schedules for Completion.

 

· Staff training

2.- QUALITY ASSURANCE ENGINEERING

· Inspection, study and analysis of the work quality, methods and performance by Engineer and Contractors.

· Advice to Engineer on revised/improved methods of quality control.

· Preparing and implementing Project Quality Control procedures and supervision manuals to improve both the quality and the performance of the Works.

· Training and monitoring performance of Contractor's and supervisory personnel.

· Preparation of Quality Reports.


 

MINING OPERATIONS


P.T.Pamapersada Nusantara - INDONESIA


Indonesia possesses very significant resources of coal and mineral deposits and extraction of these resources represents a major industry. DCI's client, Messrs. P.T. Pamapersada Nusantara (P.T. PAMA), has successfully completed a large number of prestigious and demanding projects throughout Indonesia and is presently engaged in expanding its services to other key south-east Asian and Australian markets.


The history and expertise of the PT PAMA dates back to 1979 when predecessor plant and equipment companies were established. In 1997 company turnover exceeded 200 million U.S. dollars and assets then included a fleet of more than one thousand equipment units ranging from medium sized hydraulic machines to bulk haulage road trains located throughout the Indonesian archipelago. In 1997, 60 million bcm of overburden were excavated and 15 million tonnes of coal recovered. The company's operations include open cut coal mining, gold mining, mine operation and management, hard rock quarrying, earthfill dams and mining infra-structural construction works.


DCI have been providing support services to P.T. PAMA since 1995 on a range of commercial and legal aspects of their projects.

CLIENT:

· P.T.Pamapersada Nusantara


PERIOD OF SERVICES:

· 1995 to 1998

DCI SCOPE:


· Providing analysis and advice on the legal and commercial aspects of bid documentation

· Preparing pre-contract documentation for bid purposes for associated engineering contracts, product haul, transportation and shipping contracts

· Advice and preparations on the contractual arrangements between all parties (including clients) in pyramidical and link purchase agreements

· Contract administration for all works including:-
mining works generally
haul route construction and maintenance
product transportation, cleaning, stockpiling and grading
wharfage, handling, loading and grading

· Identifying and evaluating variations to contracts

· Contract claims preparation, negotiation and settlement

· Equipment efficiency analysis

· Project development advice

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