Katalog IN SEM A SU N LY E N GIN EER IN G

Katalog

IN SEM A SU N LY E N GIN EER IN G

C O N TACT U S P T . I n s e m a Su n l y E n g i n e e r i n g Taman Kebon Jeruk Blok I-3 No. 9 - Jakarta Barat Indonesia T: (021)5870657

F: (021) 5870672

E: [email protected] W: www.sunlyengineering.com

COMPANY INTRODUCTION

PT. Insema Sunly Engineering

In 1986, Company reorganized

established at Taiwan when ten large

and registered in Indonesia by

scale of infrastructure project owned

participation of some

by the government justlaunched in

experienced engineer from one

1976. All kind of construction activies

of the biggest construction

were property in the island, our

company owned by government

company took this opportunity

in Taiwan, and set forth to step in

undertake some project especially in

the international construction

execution of pile foundation work such

market especially in Indonesia, up

as in china steel cooperation project,

to this moment, we have

Su-Oau Harbor Project, Sing-Dar Steam

successfully undertaken and

Power Plant Project, Tau-Yung

completed a number of projects,

International Airport Project, Chun-San

such as Singapore MRT project,

Expressway, City Skyway and Fei-Chei

Cilegon Steel Cooperation

Reservoir etc. We also joint venture

project,, Jakarta-Merak Tollway

with Lan Chang Churn Company to

project, Mutiara Beach

undertake construction of diaphragm

Reclamation project, etc.

wall and ground anchor of Taipei MRT Project in 1985.

Our company hold and insist on the principle below and have achieved a good reputation, those areL 1. First Priority of Safety 2. Guarantee for Quality Control 3. Responsible for Construction Management 4. Improvement of Construction Technique

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A: Taman Kebon Jeruk Blok I-3 No. 9

T: (021)5870657

F: (021) 5870672

E: [email protected]

W: www.sunlyengineering.com

PENGENALAN PERUSAHAAN

PT. Insema Sunly Engineering didirikan

Pada tahun 1986. Perusahaan mengatur

di Taiwan pada saat sepuluh proyek

susunannya kembali dan masuk di

infrastruktur skala besar milik

Indonesia dengan partisipasi para ahli

pemerintah baru saja dimulai pada

teknik berpengalaman dari salah satu

tahun 1976. Segala jenis aktifitas

perusahaan konstruksi terbasar yang

bidang konstruksi di Negara ini

dimiliki pemerintah Taiwan, dna

mempunyai prospek yang cerah oleh

melangkah maju memasuki pasar

karena itu perusahaan kami

konstruksi internasional terutama di

mengambil kesempatan ini dengan

Indonesia. Sampai pada saat ini kami

mengerjakan beberapa proyek

berhasil mengerjakan dan menyelesaikan

terutama dalam pekerjaan pondasi,

beberapa proyek, Seperti : Proyek MRT

contohnya : proyek pabrik baja kerja

Singapura, Proyek pembangunan pabrik

sama dengan R.O.C Taiwan, Proyek

baja di Cilegon, Proyek jalan tol Jakarta -

pelabuhan Su-Oau, proyek pembangkit

Merak, Proyek Reklamasi Pantai Mutiara

Tenaga Uap Sing-Dar, Proyek Bandara

dan lain lainnya.

Udara International Tau-Yung, proyek Jalan Tol Chun San Jalan Layang, bendungan Fei-Chei, dan lain lain. Selain itu kami juga bekerja sama dengan perusahaan Lan Change Churn untuk pekerjaan Diaphragm wall dan ground anchor pada proyek MRT di Taipei pada tahun 1985.


T: (021)5870657

F: (021) 5870672

Perusahaan kami memegang dan menekankan prinsip di bawah ini dan telah memperoleh reputasi yang baik yaitu : 1. Prioritas utama adalah keselamatan 2. Jaminan akan pengawasan mutu 3. Jaminan terhadap manajemen konstruksi



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ORGANIZATION CHART

BOARD OF COMMISIONERS

PRESIDENT DIRECTOR

GENERAL MANAGER

MANAGER OF FINANCE

MANAGER OF OPERATIONS

MANAGER OF MARKETING

ADMINISTRATION DIVISION

ESTIMATION/QS DIVISION

FINANCE DIVISION

BUSINESS DEVELOPMENT

ACCOUNTING DIVISION

TECHNICAL & ENGINEERING DIVISION PROCUREMENT DIVISION WAREHOUSE DIVISION

PROJECT 1

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PROJECT 2

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PROJECT 3


1. General Construction Works

SCOPE OF SPECIALITY

2. Foundation Works - Driven Pile - Bored Pile - Secant Pile - Sheet Piling (Steel & Concrete) - Diaphragm Wall - Ground Anchor 3. Soil Improvement Works - Vertical Drains (Sand & Wick Drain) - Gravel Pile (Compacted Sand-Gravel & Stone Column) - Vacuum Preloading System - Grouting Work - DCM (Deep Cement Mixing) Piles - CFG (Cement Fly-Ash Gravel) Piles 4. Test Works - PDA and PIT Test - Static Loading Test 5. Dredging and Reclamation

1. Kontraktor Umum

BIDANG PEKERJAAN

2. Pekerjaan Pondasi - Tiang Pancang - Tiang Bor - Secant Pile - Sheet Piling (Baja & Beton) - Dinding Diapragma - Ground Anchor 3. Perbaikan Tanah - Vertical Drains (Sand Drain and Wick Drain) - Tiang Gravel (Tiang Padat Pasir-Batu & Kolom Batu) - Vacuum Preloading System - Pekerjaan Grouting - Tiang DCM - Tiang CFG 4. Kerja Uji - Tes PDA & Tes PIT - Tes Pembebanan 5. Dredging dan Reklamasi.


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EXPERIENCE MAP

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6 1 7

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MAIN PROJECT AREA

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1

INDRAMAYU – JAWA BARAT

PLTU 1 JAWA BARAT 3x330 MW

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PELABUHAN RATU – SUKABUMI – JAWA BARAT

3x350 MW FIRED POWER PLANT

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PACITAN – JAWA TIMUR

2x315 MW POWER PLANT

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MAKASSAR – SULAWESI SELATAN

PLTU 2x50 MW

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CILACAP – JAWA TENGAH

1x660 MW POWER PLANT (TEST PILING) & STONE COLUMN PILES INSTALLATION

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KARAWANG – JAWA BARAT

INSTALLATION THE PC (SPUN) PILE WORK WITH Dia.30 cm PT DEANSHOES

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SENTUL - BOGOR

BORED PILE INSTALLATION with Dia.60cm in P3SON

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TANJUNG PRIOK - TIMUR

PRE-DRILLING AND PILING SPUN PILE with Dia. 60cm


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PERAWANG - RIAU

INSTALLATION SAND DRAIN PILE WORKS with Dia. 45 & 50 cm

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RAWAMANGUN – JAKARTA TIMUR

INSTALLATION THE BORED PILE WORKS with Dia.60cm, Dia.80cm, Dia.100cm

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CIWANDAN - BANTEN

CONSTRUCTION WORK OF CIWANDAN GRINDING PLANT

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TABALONG – KALIMANTAN SELATAN

HILO CEMENT PROJECT

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KENDAWANGAN – KALIMANTAN BARAT

INSTALLATION BORED PILE with Dia. 60cm and 80cm

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MARGONDA DEPOK – JAWA BARAT

FEMALE SANCTUARY


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Driven Pile

Tiang Pancang

Driven Pile belongs to displacement pile group

Tiang pancang termasuk golongan displacement

that will displace soil mass to nearby place. In general, driven pile is selected where the soil is squeezable and dont containt boulders. If site is generally open and there is no objection to noise and vibration around the construction site. Driven pile consist of steel pile, precast concrete pile (triangular square, circular, etc) and timber pile. We have all the techniques and years of experiences in driving this type of piles, both onshore and offshore.

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pile yang akan memindahkan massa tanah ke sekitarnya. Pada umumnya tiang pancang dipilih apabila keadaan tanah bersifat lunak (mudah dipancang) dan tidak mengandung batu bolders (Baulders) dan bila kebisingan dan getaran diperbolehkan oleh lingkungan sekitarnya. Tiang pancang dapat terbuat dari baja, beton, precast (segitiga, persegi, bundar, dll), kayu. kami telah menerapkan semua teknik dan kami telah memiliki pengalaman pilling di darat maupun laut selama bertahun tahun.

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Bored Pile Driven Pile belongs to non-displacement pile group, it can be drilled by mechanical spiral plate or bucket augers, or by grabbing rigs.

Tiang Bor Tiang bor merupakan golongan non displacement pile. Yang dapat dikerjakan dengan menggunakan mechanical spiral plate atau bucket augers atau grabbing rigs.


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Secant Pile Secant pile is the manufacture of bored piles constructed in such meetings so as to form a watertight wall.

Secant Pile Secant Pile adalah pembuatan beberapa tiang bor yang dikonstruksi secara rapat sehingga membentuk seperti dinding kedap air

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Sheet Pile (Steel & Concrete) Sheet Pile (Baja & Beton) Sheet piles are designed to compose a temporary or

Sheet pile mempunyai fungsi sebagai dinding

permanent retaining wall to resist soil and water pressure.

penahan tanah sementara atau permanen untuk

It is wildly applied for construction of foundation,

menahan tekan horizontal tanah dan air. Biasa

basement, jetty, dock, intake and channel etc. In general it

digunakan untuk konstruksi pondasi, struktur bawah

is made of steel, reinforced concrete or wood and is

tanah, jetty, dok kapal, kanal pengmbilan air (intake

installed by driving hammer or vibrating hammer.

chanel). Dapat terbuat dari baja, beton bertulang

There are two types of sheet pile is :

atau kayu dan dipasang dengan cara dipasang

1. Steel Sheet Pile

dengan pukulan hammer atau getaran hammer

2. Concrete Sheet Pile

(vibrator hammer). Ada dua jenis Sheet Pile yaitu: 1. Steel Sheet Pile 2. Concrete Sheet Pile


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Diaphragm Wall

Diaphragm Wall

Diaphragm wall is a cast in place reinforced or

Diaphragm Wall adalah dinding penahan tanah

plain concrete retaining wall constructed by a

yang terbuat dari beton bertulang yang dicor

special designed trench equipment with

di tempat atau dibeton, dibangun dengan

multiple drill head or clamshell bucket. The

menggunakan alat penggalian parit untuk

speciality in this method is to apply stabilizing

Diaphragm Wall yang didesain khusus dengan

fluid (bentonite slurry or polymer slurry) for

multiple drill head atau clamshell bucket,

preventing collapse of excavated trench.

kekhususan dari metode ini adalah dengan menggunakan cairan penstabil. (Bentonite atau polymer) untuk mencegah dari penggalian parit tersebut.

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Ground Anchor Ground anchor is used for temporary earth retaining work and For Permanent Structure. The steel tendon left underground will become on obstacle affecting the construction of foundation works of the adjacent building, so it seems necessary to remove

Ground Anchor Ground anchor biasanya digunakan untuk pekerjaan dinding penahan tanah sementara untuk struktur permanen. Tendon baja yang ditanam dalam tanah akan menjadi halangan yang mempengaruhi konstruksi pekerjaan pondasi dari bangunan yang berdekatan, sehingga perlu dipindahkan.


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Vertical Drain

Vertikal Drain

Vertical Drains are artificially created drainage paths which

Vertical Drains merupakan jalan pengeluaran air pori

can be installed by one of several methods and which can

secara buatan, dapat dipasang dengan beberapa

have variety of characteristics. The use of vertical drains

metode dan mempunyai beberapa macam

along with precompressions has the sole purpose of

karakteristik. Penggunaan vertikal drains dapat

shorting the drainage path of the pore water, there by

dikombinasikan dengan prakompresi dengan tujuan

accelerating the rate of primary consolidation.

untuk memperpendek jalan pengeluaran air pori

There are two types of vertical drain work:

sehingga mempercepat proses konsolidasi primer.

1. Sand Drain

Ada dua tipe dari vertical drain yaitu:

A sand draind is a asimple process employing column of at

1. Sand Drain

least 10 inches in width augered into ground to be

Sand Draind adalah kolom pasir yang dibuat dengan

surcharged & consolidated. The column is then filled with

alat preboring yaitu auger dengan diameter kurang

sand and connected to a free, draining blanket of granular

lebih 10 inchi. Tanah asli yang dipindahkan, diganti

soil.

dengan pasir sehingga tanah bisa lebih padat.

2. Wick Drain

2. Wick Drain

By entering band synthetic form as a way to drain the

Dengan memasukkan band berbetuk drain sintetis

water into the ground, so there are no empty pores in the

sebagai jalan untuk air menuju permukaan tanah,

soil and the soil becomes solid.

sehingga tidak ada pori pori kosong dalam tanah.


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Gravel Pile

(Compaction Sand-Gravel Pile and Stone Column Pile) Stone column is one method of soil improvement both on clay and sandy soils. On clay, the use of stone column can enhance and improve soil bearing capacity problems. Material sand-gravel can be used but depend on type of soil.

Tiang Gravel

(Tiang Pasir-Batu Padat dan Tiang Kolom Batu) Stone column merupakan salah satu metode perbaikan tanah baik pada tanah lempung maupun tanah berpasir. Pada tanah lempung, penggunaan stone column dapat meningkatkan dan memperbaiki masalah daya dukung tanah. Material Pasir-Batu dapat digunakan tetapi bergantung akan jenis tanah dasar.


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Vacuum Preloading System

Vacuum Preloading System

Soil improvement methods that accelerate the

Metode perbaikan tanah yang mempercepat proses

consolidation process without disturbing the surrounding

konsolidasi tanpa mengganggu lingkungan sekitar. Sistem

environment. The system uses vacuum load of 80 kPa as a

ini menggunakan beban vakum sebesar 80 kPa sebagai

substitute for conventional preloading. Nevertheless, if

pengganti prabeban konvensional. Meskipun begitu, jika

the load required to achieve the target soil improvement

beban yang dibutuhkan untuk mencapai target perbaikan

is greater than the vacuum load, the additional load can

tanah lebih besar daripada beban vakum, beban

be placed on a pile of the vacuum system.

tambahan berupa timbunan bisa ditempatkan di atas sistem vakum ini.

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Grouting Work

Grouting Work

Grouting is one of techniques of soil

Grouting adalah salah satu teknik dalam

improvement, the main function are to achieve

perbaikan tanah. Fungsi utamanya adalah

a stronger, denser and less permeable soil or

untuk menambah kekuatan, kepadatan dan

rock, reduce settlement of stratum and fill the

mengurangi sifat permeable dari tanah atau

void aroud lower ground structure. This

batu, mengurangi penurunan pada lapisan

technique is to insert some kind of stabilizing

tanah dan mengisi pori-pori di sekeliling

agent into the ground by pressure grouting

struktur bawah tanah. Grouting adalah teknik

machine, the pressure forces the agent onto

menginjeksikan semacam larutan penstabil ke

the soil void around the injection tube, then

dalam tanah dengan tekanan dari mesin

the chemical agent or cement mortar reacts

grouting, tekanan tersebut mendesak larutan

with the soil to form a stable mass as we

ke dalam pori-pori tanah dalam ruangan yang

desired.

void di sekitar pipa injeksi. Larutan tersebut, semen atau kimiawi, bereaksi dengan tanah dan membentuk massa yang stabil.


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Deep Cement Mixing Piles

Deep Cement Mixing Piles

Deep Soil Mixing (DSM) is a soil remediation technology

Deep Soil Mixing (DSM) adalah teknologi perbaikan tanah

that is used to build a retaining wall and a cutoff or treat

yang digunakan untuk membangun cutoff atau dinding

the groud. The land where the soil is mixed with cement

penahan dan memperlakukan tanah. Tanah dicampur

reagents or others. Reagent is injected through the

dengan bahan reagen semen lainnya. Reagen disuntikkan

hollow rotating kelly bar, with some types of cutting

melalui kelly bar berongga yang berputar, dengan

equipment on the bottom. Kelly bar at the top of the

beberapa jenis peralatan pemotong di bagian bawah.

apparatus may have additional auger discontinuous and/

Kelly bar di atas alat dapat memiliki auger tambahan

or mixing paddles or blades.

diskontinu dan / atau paddles pencampur atau pisau.

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Cement Fly-Ash Gravel Piles CFG (Cement Fly-Ash Gravel) Pile is consisted with gravel, sand, fly ash mixed with cement and water, and the typical characteristic is its variable strength, In different cement content and mix proportion condition, the strength grade of CFG is between C15 to C25. Working principle of CFG Pile.

Cement Fly-Ash Gravel Piles CFG (Cement Fly-Ash Gravel) juga dikenal sebagai CFG Pile terdiri dari kerikil, pasir, fly-ash dan dicampur dengan air dan semen. CFG pile mempunyai karakteristik kuat tekan yang bervariasi, tergantung dari kadar semen dan kondisi proporsi campurannya yaitu antara C15-C25. Prinsip Kerja dasar CFG pile adalah sebagai pondasi komposit dimana CFG pile sendiri dan tanah berada diantaranya.


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Pile Driving Analyzer

Pengujian Dinamis Tiang

A Pile Dynamic test is based on one dimension

Pengujian dinamis tiang ini didasarkan pada

wave analysis which occur when the pile is

analisis gelombang satu dimensi yang terjadi

being blowed by a hammer. A measurement

ketika tiang dipukul oleh palu. Pengukuran ini

recorder by PDA and analyzed by case method

direkam oleh PDA dan dianalisis dengan case

that generally has been known based on one

method yang sudah umum dikenal

dimension wave theory. PDA result can be

berdasarkan teori gelombang satu dimensi.

analyzed further by using CAP-WAP

Hasil PDA dapat dianalisis lebih lanjut

programmer.

menggunakan program CAPWAP

Pile Integrity Test

Pengujian PIT

The Pile Integrity Tester make sure that a pile

The Pile Integrity Tester memberikan kepastian

of shaft is free of major cracks and voids, prior

bahwa poros bebas dari retakan besar atau

to construction of the superstructure/upper

lubang, sebelum pembangunan struktur

structure. It may be used on most concrete or

atasnya. Ini dapat digunakan pada beton atau

wood foundations. The PIT May also be used to

kayu yang paling dasar. PIT juga dapat

test piles integral in the structure, such as

digunakan untuk menguji tumpukan integral

those supporting existing bridges or towers,

dalam struktur, seperti yang mendukung

and may assess their length.

jembatan atau menara yang ada, dan kepastian panjangnya sampai dasar.

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Static Loading Test

Static pile loading test is executed on experiment pile to

determine the settlement under working load, and the

ultimate bearing capacity caused by the maintained load.

Tes Pembebanan Statis

Tes pembebanan statis tiang dilaksanakan terhadap tiang

percobaan, untuk menentukan besarnya penurunan akibat

beban bekerja dan daya duung tiang akibat beban statis.


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WORKING EXPERIENCE 1981 - Present Bored Pile Work with RCD (Reverse Circulating Drilling) Method and Diaphargm Wall; MRT Taipei City Project, RSEA - Taipei – Taiwan. 1990 - 1995 Bridge Work and Material Suppply; Tangerang – Merak Highway Project, West Java – Indonesia. 1992 - 1995 Reclamation & Vertical Drain Work; Pantai Mutiara Phase II Project, Jakarta – Indonesia. 1992 - 1995 Compaction Stone Piles Work; Suralaya Coal Fired Power Plant (4000 MW Unit 4, 5, 6); Indonesia. 1995 - 1996 PC Piles; Pasar Ikan Highway Project, HUTAMA KARYA; Jakarta – Indonesia. 1996 - 1997 Piling Work; Kalimalang Flyover Project, HUTAMA KARYA; Jakarta – Indonesia. 1996 - 1998 Piling Work; IKPP Perawang Unit 4 x 50 MW Extension Riau Power Plan Project; Riau – Indonesia. 1996 - 2001 Boring & Grouting Work; Batutegi Dam Project, Lampung - Indonesia. 1999 - 2001 Bored Pile Work with RCD (Reverse Circulating Drilling) Method; 101 Building Taipei City Project; RSEA Taipei - Taiwan. 2002 - 2003 Bridge Work Sadang Pedestrian Bridge (Cipularang) Highway Project, West Java - Indonesia. 2003 - 2004 PC Piles; Suprapto & Pasar Rebo Flyover Project; HUTAMA KARYA; Jakarta - Indonesia. 2003 - 2004 Piling & Bored Pile (For Harbour Project); Semblok - Kabil & Batu Ampar Jetty Project; HUTAMA KARYA; Batam - Indonesia. 2004 - 2005 PC Piles; Jati Asih Under Pass (JORR) Project; NINDYA KARYA; Jakarta - Indonesia. 2004 - 2005 Piling Work; Darangdan, Cileunca, Cikubang, (Cipularang) Highhway Project; West Java - Indoesia. 2004 - 2005 Bored Pile Work (With Full Casing Methode); Cisomang, Cilame Bridge, (Cipularang) Tol Way Project; West Java - Indonesia. 2005 - 2006 Bored Pile Work (With Full Casing Methode); TPK Kodja Tj, Priok, Dermaga 3 & 4 Project; WASKITA KARYA; Jakarta - Indonesia. 2005 - 2006 Piling & Bored Pile Work (With Full Casing Methode); Optimum Facility Terminal B Tj. Priok Project; HUTAMA KARYA; Jakarta - Indonesia. 2005 - 2006 Steel Pipe Piles; Tarahan (2x200 MW) Coal Fired Power Plant; ADHI KARYA - TOA Joint Operation; Indonesia. 2006

Concrete Sheet Piles(ø 1 m, L=17 m); Cilaja Coal Fired Power Plant; Chen Dar - China.

2006

Concrete Sheet Piles(ø 1 m, L=16 m); Bojonegoro Coal Fired Power Plant; SUMITOMO - WIJAYA KARYA Joint Operation; Indonesia.

2006 - 2007 Piling Work; Indralaya - Palembang Coal Power Plant Piling Work. 2006 - 2007 Bored Pile Work (With Full Casing Method, L=34 m); Pekanbaru - Riau Government Building; HUTAMA KARYA; Riau - Indonesia. 2007 - 2008 Concrete Sheet Pile & Driving Spun Pile Work for Bridge Work (Jembatan Sungai Siak, Riau); HUTAMA KARYA; Riau - Indonesia.

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WORKING EXPERIENCE 2007 - 2009 Vertical Sand Drain Piles Work and Material Supply, PLTU 1 Jawa Barat, 3x330 MW Coal Fired Power Plant Project; BUT CNEEC; West Java - Indonesia. 2009 - 2010 Compaction Stone Column Piles Work; PLTU 2 Jawa Barat 3x350 MW Coal Fired Power Plant; BUT SHANGHAI ELECTRIC; West Java - Indonesia. 2009 - 2010 Compaction Stone Column Piles Work; PLTU 1 Jatim - Pacitan 2x315 MW Coal Fired Power Plant Project; BUT HUBEI HINGYUAN; East Java - Indonesia. 2009 - 2011 Road & Drainage System Construction Works; PLTU 1 Jawa Barat, 3x330 MW Coal Fired Power Plant Project; BUT CNEEC; West Java - Indonesia. 2010

Test Piling of Bore Pile, Driven PHC and Steel Pipe Pile Works; PLTU 2 Jateng 1x660 MW Coal Fired Power

2011

Compaction Stone Column Piles Work; PLTU 2 Sulawesi Selatan, 2 x50 MW Coal Fired Steam Power Plant

2011

Installation the Bored Pile Works; P3SON hambalang Sentul. Bogor, West Java - Indonesia.

2011

Installation the Bored Pile Works; RSUP PERSAHABATAN; WIJAYA KARYA; Bogor West Java - Indonesia.

2012

Pre-Drilling and Piling Spun Pile; Strengthening and Deepening of Pier sec. 303, 304 & 305 Tanjung Priok

2012

Compacted Sand Drain Pile and Piling Spun Pile Works at Coal Yard Area IKPP perawang; Pekanbaru, Riau -

2012

DCM (Deep Cement Mixing) Pile at Coal Yard Area IKPP Perawang; pekanbaru, Riau - Indonesia.

Plant Project; Adipala - Cilacap; BUT CNTIC; Central Java - Indonesia. project; BUT HUBEI HONGYUAN; South Sulawesi - Indonesia.

harbor; ADHI KARYA; North Jakarta - Indonesia. Indonesia. 2012 - 2013 Installation the Stone Column Piles Work at RFCC - PERTAMINA; ADHI KARYA; Cilacap, Central java Indonesia. 2012 - 2013 Loading Test Works and Piling Spun Pile Works of Ciwandan Grinding Plant; FUTAI ENGINEERING; Cilegon Indonesia. 2013

Installation the Bored pile Works; HILO CEMENT PROJECT; PT. SINO GANSU NO.1 CONST; Tanjung Tabalong - South Kalimantan.

2013

Installation the Compaction Gravel Column; Cilacap 1x660 MW Coal Fired Steam Power Plant Project; BUT SINOHYDRO; Central Java.

2014

Compacted Sand Drain Pile and Piling Spun Pile Works at Container Yard area and Tissue Block Area IKPP perawang; Pekanbaru - Riau.

2014 - 2015 Installation the Bored pile Works; WEI QIAO INDONESIA ALUMUNIUM OXIDE BORED PILE PROJECT; BUT HEBEI; Kediuk, Kendawangan - West Borneo. 2015

Installation the Bored Pile Works; HILO CEMENT PROJECT; PT. MCC17 KONSTRUKSI INDONESIA; Tanjung Tabalaong Phase 2 - South Kalimantan.


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License Name

: PT. INSEMA SUNLY ENGINEERING

Company Registration

: PEM-0048 / WPJ.07 / KP.0903 / 2009

Taxpayer Registration Number

: 01.071.872.4-059.000

Trade Business License

: 932/T/PU/2008

Special Member Certificate

: GAPENSI (National Contractors Association of Indonesia) Nomor 09.74.34.1161.08.14419

Certificate of Quality

: ISO 9001:2008 - Certificate No. 1015QBV80

Certificate of SBU

: SBU Jasa Pelaksana Konstruksi

Telephone

: (021) 587 0657

No Reg. 0-3174-16-002-2-09-909131

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Fax

: (021) 587 0672

Homepage

: www.sunlyengineering.com

E-mail

: [email protected]

Address

: Taman Kebon Jeruk Blok I-3 No. 9 West Jakarta 11630, Indonesia


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OUR PAST PROJECT 28


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OUR PAST PROJECT

Compaction Stone Column Piles Works Stone Column Piles Work, Pelabuhan Ratu 3x350 MW Fired Power Plant Project BUT Shanghai Electric. Location: Pelabuhan Ratu - Sukabumi, West Java, Indonesia

Vertical Sand Drain Works Sand Drain Piles Work, PLTU 1 Jawa Barat 3x330 MW Power Plant Project BUT CNEEC/Sinomach, Location: Indramayu-West Java-Indonesia


T: (021)5870657

F: (021) 5870672



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OUR PAST PROJECT

Bore Pile Works Bored Pile Works, PLTU 2 Jateng 1x660 MW Power Plant Project (Test Piling) BUT CNTIC. Location : Adipala-Cilacap, Central Java, Indonesia

Pre-Drilling and Piling Spun Pile Works Pre-Drilling and Piling Works, Tanjung Priok Harbour Sec.303,304,305 PT. Adhi Karya (Persero) Tbk. Location: Tanjung Priok-North Jakarta, Indonesia

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T: (021)5870657

F: (021) 5870672



OUR PAST PROJECT

Piling Spun Pile Works Piling Spun Pile Works, Sand Drain Work At Coal Yard Area (Soil Improvement) PT. Pindo Deli Pulp & Paper Mills. Location : Perawang-Pekan Baru, RIau, Indonesia

Vacuum PreLoading System


T: (021)5870657

F: (021) 5870672



31

OUR PAST PROJECT

Dredging & Reclamation

Dredging Work, Vertical Drain Work at Pantai Mutiara Phase II Project, RSEA Engineering Corporation Location :

Pantai mutiara, north Jakarta, Indonesia

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T: (021)5870657

F: (021) 5870672



OUR PAST PROJECT

Offshore Piling Method

Piling PC Spun Pile Work and Supply Material PC Spun Pile Work at Zun - Shu Bridge

Location : Taipei - Taiwan


T: (021)5870657

F: (021) 5870672



33

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