SAFELY DELIVERING VALUE ENGINEERED … · 2 This in-house capability and design expertise ... 500 subsidiaries. ... Sumitomo SC 700 Crawler crane 70T

Rev

. 03/

2014

Herbosch-Kiere n.v.

Haven 1558 - Sint Jansweg 7

9130 Kallo

Belgium

Tel: +32 (0)3 575 02 82

Fax: +32 (0)3 575 13 10

[email protected]

www.herbosch-kiere.com

SAFELY DELIVERING VALUE ENGINEERED MARINE PROJECTS


1www.herbosch-kiere.com

Contents

Introduction 2-3

Organisation 4

SHEQ Management 5

Safety and Health 6

Quality 7

Environmental 8

Personnel 9

Specialist Plant & Equipment 10-29

Projects 30-50

Over the past century Herbosch-Kiere has played

an important role within Europe on marine, harbour

and river construction projects.

> Quays & Harbour walls

> Jetties & Dolphins

> Bridges

> Offshore installations

> Beach consolidation works

We specialise in heavy lifting over water, marine

salvages and dredging works. Herbosch-Kiere

work principally on projects within a marine

environment utilising in-house vessels and plant.

2

This in-house capability and design expertise

enables us to offer bespoke temporary and

permanent work solutions. From our offices we

focus on projects which have a high degree of

technical difficulty or logistical problems where our

marine experienced engineers provide the client

with safe innovative and economic solutions. We

continue to invest in marine plant to supplement

our existing substantial fleet of lifting and floating

equipment to ensure we have the right equipment

and resources to carry out specialist work. In

Antwerp we have a dedicated quay and workshop

where our marine plant is maintained to the highest

standards by company technicians. This workshop

Introduction

in the Port of Antwerp, one of the biggest ports of

Europe, provides us the opportunity to offer a global

marine service.

Within our fleet, our company owns the Albatros

and the Atlantis. The Atlantis is a versatile vessel

ideal for offshore renewable works, including cable

repair, recovery and installation. It also has the

ability to ground which is ideal for shallow water

cable and fibre optic laying.

Together with our subsidiairy company in the

United Kingdom and our participations in the

companies ‘Scaldis’ and ‘CTOW’ we aim to realise

sustainable projects. Our experience and knowledge

has given us several impressive references.

3

EIFFAGE

Herbosch-Kiere, is a member of the Eiffage Benelux

Group, which in turn is part of Eiffage France – one of

the largest civil, building and facilities management

contractors in Europe. Eiffage France employs some

70,000 people, has an annual turnover in excess of

€14 billion, with an international network of

500 subsidiaries. This includes construction,

concessions, roads, civil engineering, energy and

steelwork.

The financial stability of our long-established

parent group is reassuring for both us and our clients.

We can also call upon their considerable skills and

resources, including a substantial marine plant fleet.

Visit our website on www.herbosch-kiere.com

4 www.herbosch-kiere.com

Organisation

Operations

Legal/Insurance Department

Kris Guldix/ Marijke Vanhooymisen

SHEQ

Cecile Van Raemdonck

ISM

Designated Person ISM Geert Van mulders

Human Resources

Patrick De Bock

Communication and Marketing

Lien Truwant

Logistics Vessels

Geert Van Mulders

Plant Department

Geert Van Mulders

Engineering Department

Diederik Bracke

Operations Department 1

Jan Himpe

Operations Department 2

Etienne Clement

Operations Department 3Special Marine Projects

Frank Jacobs

Managing Director

Benny De Sutter

Finance

Sabine Van Meel


SHEQ Management

improve the SHEQ performance of the company and

to produce industry best results. This will be

achieved by the nurturing of a positive culture,

avoiding risk exposure through changing work type,

methods or techniques, thereby designing out the

risks at the planning and design stage and ensuring

the implementation and adherence of safe systems

of work. To achieve this the company has developed

an approved integrated management system which

encompasses VCA**, ISO 9001:2008 and ISO

14001:2004 and follows the management process

set out below.

The Managing Director of Herbosch-Kiere, being

ultimately responsible for the SHEQ performance of

the company, its staff, workforce and operations on

site, actively ensures all SHEQ matters are properly

discharged by Herbosch-Kiere employees. Through

an integrated SHEQ management structure, suitably

qualified and experienced employees, rigorous

training and continuous improvement, Herbosch-

Kiere pursues a zero incident strategy towards

safety, environmental and quality issues. There is

real resolve and strong commitment from the

directors and senior managers to continuously


Safety and Health

The Directors will ensure that Herbosch-Kiere

continues to meet its legal and moral obligations

through communication, consultation and involvement

of all employees and other stakeholders who may

be affected by our activities. The Herbosch-Kiere

Health & Safety Policy defines how we will manage

the health, safety and welfare of those affected by our

operations. It specifies systems and responsibilities

to ensure that the company’s activities are carried out

not only within the requirements of the law but also to

fulfill our corporate social responsibilities.

The Health and Safety Policy is supported by all

our procedures and systems. All employees, both

direct and sub-contract, are required to observe

the H&S policy. Herbosch-Kiere actively promotes

the involvement of stakeholders in providing a safe

place of work.

The company continually assesses its safety

performance and is committed to continuous

improvement. We have a commitment to developing

and training all our employees to enable them to

safely fulfill their roles.

Herbosch-Kiere’s foremost objective is the provision and maintenance of a safe

and healthy environment for clients, employees, contractors, visitors and the

general public. Achieving this requires the implementation of effective systems for

the assessment, control, monitoring and review of all our operations.


Quality

Herbosch-Kiere aims to ensure that all its products and services exceed the

expectations of our clients, by being of superior quality, delivered ahead of time

and within budget.

We consult with in-house and external experts to

assemble our quality plan to ensure that the work

we carry out can be planned, administered and

delivered to verifiable quality standards.

With each step of the process, from tender

review to completion certificate, quality assurance

is central to the way we do business. Supply chain

management plays an important role in this

respect. We assess the product specifications of

our suppliers so that we may agree standards and

establish clearly defined quality benchmarks to

which suppliers must adhere.

Our systems and processes dictate the way we

undertake all aspects of our work. We select,

appraise and review our supply chain partners:

suppliers, sub-contractors and designers. We

assess our suppliers’ product and specifications,

their quality systems, including quality benchmarks,

testing regimes, resource and available capacity to

ensure that they will be able to satisfy the

requirements of each particular project.

During the supply phase we audit their

performance. We collate and analyse performance

data and compare against defined and agreed

parameters making constructive criticisms to

encourage them to continuously improve their

performance.


Environmental

Herbosch-Kiere is acutely aware of the environmental responsibility placed upon

them when completing works. At all project stages; tendering, planning and

construction we will use techniques, methods and equipment to minimise the

impact on the local and global environment and improve sustainability.

Our teams are trained and have the experience and

capability to adapt our methods to accommodate

any unforeseeable situations, and our site systems

permit us to respond quickly to any incident.

Herbosch-Kiere monitors its own and

subcontractors performance, implementing a

policy of technical advances and continuous

improvements to ensure compliance with legislation

and other requirements.

Employing a risk assessment based process to

minimise environmental impacts, we initially

identify potential hazards and then develop optimal

mitigation techniques and systems.

We are continually investigating new ways to

promote greater sustainability, conserve energy and

natural resources, and use more environmentally

responsible materials and techniques.


Personnel

Herbosch-Kiere recognize that an organisation is only as good as the people it

employs. We are able to draw on the experience of a team of professionals who

can demonstrate outstanding knowledge of marine construction, demolition and

heavy lifting.

issues are openly discussed. Our site and marine

based personnel are highly skilled and experienced

in maritime works.

Regular training on current Health and Safety

and maritime regulations and new specialist plant

ensures that the works, its people and equipment

achieve optimum efficiency with maximum safety.

Our record of success is based on our ability to

assemble the right team for the job.

Through recruitment, continual improvement,

regular training and career development Herbosch-

Kiere ensure their employees are motivated and

sufficiently experienced and qualified to plan,

design and manage complex maritime projects.

With yearly assessment interviews and an

individually fitted training programme with regular

in house development courses, personnel are

equipped to continue working in an environment

where a positive approach is valued and critical


Specialist Plant & Equipment

Name of SpecialiSt equipmeNt fuNctioN

Marine Vessels

Atlantis Multi-function vessel

Octopus Jack-up barge

Albatros Dipper dredger

Gaverland Flatbed barge

Seadevil Flatbed barge

Waasland Flatbed barge

Scheldeland Flatbed barge

Sainctelette III & IV Joint barge

Crawler Cranes

AM 11320 derrick Crawler crane 410T

AM 11320 Crawler crane 325T

Sumitomo SCX2800 Crawler crane 275T


Sumitomo SCX1500 Crawler crane 135T


Sumitomo SC 700 Crawler crane 70T

Piling Equipment

PVE 110M Vibration hammer



D62 Diesel hammer All lifting tables for cranes are to be checked by the charterer, Herbosch-Kiere will have no responsibility for the accuracy of the information provided. For a full list of HK plant and equipment please refer to our website www.herbosch-kiere.co.uk. Any accommodation shown is for Herbosch-Kiere personnel only.

Herbosch-Kiere maintain that the success of any project, particularly those which

are carried out in the harsh and unforgiving maritime environment depend directly

upon the provision of reliable, well designed and maintained plant and equipment.

in antwerp we have our own dedicated quay, workshop

and technicians to ensure that our plant is in the

best possible condition when it leaves for each new

project. our comprehensive facility also allows us to

design and fit specialist equipment such as piling

gates, access platforms, and to place on board the

required cranage so that when the barge arrives

on station it is immediately ready for work.


Draught loaded 2.45m

carrying capacity Deepsea 2,200 ton

coastal Waters 2,500 ton

Stone carrying capacity Deepsea 1,520 ton

coastal Waters 1,850 ton

Working deck 22.0m x 57.0m

Deck load 10 ton/m2

Stone loading boxes Dimensions 4 x 9.70m x 15.00m

propulsion 2 azimuth thrusters - 2 x 800 Hp

1 bowthruster 500Hp

1 bowthruster 1000Hp

mooring system 4 x 500 meter

max pulling power 40 ton

max Holding power 75 ton

Dynamic positioning Simrad albatros aDp 701 mK 1

classification lloyd’s Register of Shipping

100 a1 Deep Sea umS

accommodation 10 single berths

Removable forecastle deck 12.6m

Spuds 2 spudguides

2 spud of 1,22m - length 28m

Type Self propelled marine working pontoon

Dimensions Length 81.0m Breadth 22.0m Depth 3.8m

Certified DP1A copy of the DP1 trial report is available on request

Vessels

atlantis

Vessels


Type Jack-up barge


IJUBOA CertifiedA copy of the certificate is available on request

Mooring system 4 x 200 meterPP: 5 ton

Classification Veritas I 3/3 self elevation platform NP sheltered waters

VHF OT 2805

Accommodation Lower Container Kitchen + operation roomUpper Container Shower + 2 berths

Powerpack 2 Hydr pump - capacity: 30 Kw

Generator set Capacity: 180 KVA

Auxiliary set Capacity: 60 KVA

Lifting speed 0.4m/min

Length of spuds 38 meter

Diameter of spuds 1020 mm

Working conditions Waterdepth maximum: 20 meterDeckload: 570 ton - 3 ton/m2

Wave height: 2 metercurrent: 2m/secWindspeed: 13m/sec

Fuel capacity 14 m3

Water capacity 8 m3

octopus


Type Dipper dredger


Gross Weight 639 ton

accommodation 5 single berths

loading capacity 4 ton/m2

main motors 2 x 612 pk

electrical capacity 2 x 420 kW

Bow thruster : 475pk

equiliBRium cRaNe :max. depth below wl : 20.00m

max Reach 28.00m

capacity 14 ton

Bucket 5,5 / 5,75 m3

Spuds 3 spud guides

3 spuds 1,00 m x 1,00 m - 25.00m length

albatros

Vessels


Type Flatbed barge


Draught empty 0.75m

maximum draught 3.20m

loading capacity 3,200 ton

accommodation 1 x mess room

1 x galley

8 berths

Spuds Number 2

length 28m

Weight 28 t

Diameter 1.22m

Spud guides 3

Gaverland

Spud winch x 2 Pulling power

Anchor winch x 4 Pulling power

40t for cable diameter 42mm (max 90m)



Draught 0.60m


loading capacity 2.114 ton

accommodation 2 crew containers with

1 meeting room, 1 mess,

4 single berths

Spuds length 29m

Weight 24 t

Diameter 0.914m

Spud guides 3

Type Flatbed barge


Seadevil

Spud winch Pulling power

Anchor winch Pulling power



Vessels


Type Flatbed barge


Waasland

Spud winch x 2 Pulling power

Anchor winch x 2 Pulling power

Mooring winch x 2 Pulling power




Draught 0.55m


loading capacity 1812 ton


4 single berths

Spuds length 29m

Weight 26 ton

Diameter 0.609m

Spud guides 3

coupling can be coupled with Sainctelette

iii & iV (total coupled breadth 26m)


Draught 0.54m


clearance 3.60m

tonnage 1,380 ton

loading capacity offshore 1,000 ton

inland 1,500 ton


Spuds length 29m

Weight 22.5 ton

Diameter 0.609m

Spud guides 3

Type Flatbed barge


Spud winch Pulling power

Anchor winch Pulling power



Scheldeland

Vessels


Sainctelette iii & iV

Draught empty 0.15m


tonnage 105.89 ton


Spuds 1 length variable, dia 609

coupleD

Draught empty 0.15m


tonnage 211.78 ton


Spuds 2 length variable, dia 609

Type Joint barge


Dimensions coupled Length 29.40m Breadth 12.00m Depth 2.85m

12m


AM 11320 Guy Derrick

Radius Lifting capacity (ton)

m Boom:30,5mMast:27m

Boom:30,5mMast:30,5m

Boom:33,5Mast:36,6m

Boom:36mMast:39m

Boom:39mMast:42m

Boom:42mMast:45m

10 408 408 408 408 381 34112 405 408 408 408 384 34414 382 399 406 408 385 34916 327 358 400 403 388 35418 283 309 350 383 377 36020 248 270 309 337 368 36522 218 239 275 302 328 34524 193 212 246 271 296 32126 169 189 221 245 269 29128 168 200 222 244 26630 180 202 223 24432 161 184 204 22434 167 187 20736 171 19038 17540 160

Lifting table

Type: Crawler crane 410T


AM 11320

Lifting table

Boom length Boom length Boom length Boom length

27.43 30.5 33.53 36.58

Radius Lifting capacity Height Radius Lifting

capacity Height Radius Lifting capacity Height Radius Lifting

capacity Height

(m) (Ton) (m) (m) (Ton) (m) (m) (Ton) (m) (m) (Ton) (m)

6.20 322.04 29.30 6.20 288.29 32.30 7.00 260.61 35.40 7.50 238.15 38.407.00 277.73 29.20 7.00 270.58 32.30 8.00 223.60 35.20 8.00 219.16 38.308.00 235.14 29.00 8.00 229.10 32.10 9.00 193.72 35.00 9.00 189.97 38.109.00 203.37 28.80 9.00 198.50 31.90 10.00 171.15 34.80 10.00 167.96 37.90

10.00 174.46 28.50 10.00 174.23 31.70 12.00 131.81 34.30 12.00 132.00 37.4012.00 132.29 27.80 12.00 132.04 31.10 14.00 105.56 33.60 14.00 105.76 36.8014.00 106.06 27.00 14.00 105.80 30.30 16.00 87.71 32.80 16.00 87.93 36.1016.00 88.22 25.90 16.00 87.95 29.40 18.00 74.67 31.80 18.00 74.89 35.2018.00 75.21 24.60 18.00 74.93 28.20 20.00 64.90 30.60 20.00 65.14 34.1020.00 65.43 23.00 20.00 65.15 26.90 24.00 50.90 37.60 24.00 51.13 31.5024.00 51.45 18.70 24.00 51.16 23.40 28.00 41.55 23.50 28.00 41.81 28.0026.00 46.33 15.50 28.00 41.79 18.10 32.00 34.75 17.20 32.00 35.00 23.20

36.00 29.12 15.60


39.62 42.67 45.72 48.77



capacity Height


7.90 218.52 41.40 8.30 201.83 44.40 8.70 187.22 47.40 9.10 173.67 50.508.00 214.41 41.40 9.00 182.93 44.30 9.00 179.54 47.40 10.00 155.71 50.309.00 186.76 41.20 10.00 161.74 44.10 10.00 158.47 47.20 12.00 125.87 50.00

10.00 165.19 41.00 12.00 131.17 43.70 12.00 128.41 46.90 14.00 104.72 49.5012.00 131.76 40.60 14.00 105.27 43.20 14.00 104.99 46.40 16.00 86.87 49.0014.00 105.00 40.00 16.00 87.43 42.60 16.00 87.14 45.80 18.00 73.78 48.3016.00 87.67 39.30 18.00 74.63 41.80 18.00 74.06 45.10 20.00 64.05 47.6018.00 74.62 38.50 20.00 64.62 41.00 20.00 64.32 44.30 24.00 49.99 45.8020.00 64.86 37.60 24.00 50.59 38.90 24.00 50.28 42.40 28.00 40.69 43.6024.00 50.85 35.30 28.00 41.28 36.20 28.00 40.97 39.90 32.00 33.87 40.8028.00 41.53 32.20 32.00 34.46 32.70 32.00 34.15 36.80 38.00 26.59 35.2032.00 34.72 28.20 38.00 27.21 25.20 38.00 26.88 30.50 44.00 21.59 27.0038.00 27.47 18.70 42.00 23.13 16.90 44.00 21.86 20.20 48.00 17.79 18.20

Type: Crawler crane 325T


Sumitomo SCX2800 Type: Crawler crane 275T

Lifting table

Working Mass & Ground Pressure:

Shoe width Mass Pressure

1120mm 223.0t 124.0kPa <1.27kg/cm2>

Note: Working mass shown above is with 15.24m basic boom, 102.8 ton counterweight, 18 ton carbody weight and optional 275t hook block.

Boom length (m)67.05 70.10 73.15 76.20 79.25 82.30 85.35 88.40 91.45

Working radius (m)12.0 60.5 54.0/12.5 50.3/12.9 46.5/13.4 42.7/13.814.0 59.7 54.0 50.0 46.2 42.5 38.3/14.3 34.2/14.7 30.4/15.2 27.0/15.616.0 56.2 53.1 49.2 45.6 42.0 37.2 33.4 29.9 26.818.0 49.3 48.7 47.7 44.5 40.9 35.9 32.3 28.8 25.820.0 43.7 43.2 42.3 41.4 39.2 34.4 30.9 27.7 24.822.0 39.1 38.7 37.9 37.0 36.2 32.7 29.6 26.4 23.624.0 35.2 34.9 34.0 33.3 32.5 31.0 28.2 25.2 22.526.0 31.9 31.6 30.8 30.2 29.4 29.2 27.1 24.1 21.528.0 29.0 28.7 28.0 27.3 26.7 26.5 25.6 23.0 20.530.0 26.4 26.2 25.6 25.0 24.2 24.2 23.5 22.1 19.532.0 23.8 23.9 23.4 22.8 22.2 22.1 21.5 20.7 18.634.0 21.7 21.7 21.3 20.9 20.2 20.2 19.6 19.0 17.836.0 19.7 19.7 19.4 19.1 18.6 18.6 18.0 17.3 16.738.0 18.1 18.1 17.7 17.3 17.0 17.1 16.5 15.8 15.340.0 16.5 16.6 16.2 15.8 15.5 15.6 15.1 14.5 14.042.0 15.1 15.1 14.8 14.5 14.1 14.2 13.8 13.3 12.844.0 14.0 14.0 13.6 13.3 12.8 13.0 12.6 12.1 11.646.0 12.8 12.8 12.5 12.1 11.8 11.8 11.5 11.1 10.648.0 11.8 11.8 11.5 11.1 10.8 10.8 10.5 10.1 9.750.0 10.9 10.9 10.5 10.2 9.6 9.9 9.6 9.1 8.852.0 10.1 10.1 9.6 9.3 9.0 9.1 8.7 8.3 8.054.0 9.3 9.3 8.9 8.6 8.2 8.3 8.0 7.5 7.256.0 8.6 8.6 8.2 7.9 7.5 7.5 7.2 6.8 6.558.0 8.0 7.9 7.5 7.2 6.8 6.9 6.5 6.1 5.860.0 7.4/59.8 7.3 6.9 6.6 6.2 6.3 29.95.9 5.5 5.162.0 6.8 6.4 6.0 5.6 5.7 5.4 4.9 4.664.0 6.7/62.4 5.8 5.5 5.1 5.1 4.8 4.4 4.066.0 5.6/65.1 5.0 4.6 4.6 4.3 3.9 3.568.0 4.7/67.7 4.1 4.2 3.9 3.4 3.070.0 3.7 3.7 3.4 3.0 2.572.0 3.7/70.4 3.4 3.0 2.5 2.074.0 3.2/73.0 2.6 2.2 1.676.0 2.3/75.6 1.8 1.278.0 1.578.3 1.5

Boom length (m)15.25 18.30 21.35 24.40 27.45 30.50 33.50 36.55 39.65 42.65 45.70 48.75 51.80 54.85 57.90 60.95 64.00

Working radius (m)4.3 275.04.5 269.4 243.0/4.85.0 244.3 242.4 216.0/5.25.5 223.5 223.3 215.1 215.2/5.76.0 205.8 205.6 205.3 204.9 189.0/6.1 162.0/6.87.0 177.6 177.3 177.0 176.6 176.3 162.0 148.5 135.0/7.58.0 155.9 155.7 155.4 155.1 154.8 154.6 147.8 134.8 120.8 121.5/8.4 108.0/8.99.0 138.8 138.6 138.3 138.0 137.6 136.8 132.8 130.5 119.8 121.5 108.0 94.5/9.3 93.2/9.8

10.0 125.0 124.8 124.5 124.1 123.9 121.0 117.6 116.0 113.0 110.0 107.4 94.5 93.0 81.0/10.2 78.3/10..7 67.5/11.1 65.6/11.612.0 102.0 102.2 102.1 102.0 100.1 95.4 94.6 92.5 90.3 88.4 86.5 86.5 84.5 81.0 77.5 67.5 65.414.0 81.9 82.0 81.9 81.7 81.5 79.9 79.5 77.9 76.1 74.7 73.2 73.2 71.6 70.3 68.9 67.5 64.516.0 75.1/14.9 68.0 67.9 67.8 67.5 67.3 68.4 67.0 65.6 64.5 63.2 63.2 61.9 60.7 59.7 58.6 57.418.0 59.8/17.6 57.7 57.6 57.3 57.0 58.2 58.0 57.4 56.5 55.4 55.4 54.2 53.2 52.4 51.5 50.420.0 50.0 49.9 49.7 49.5 49.3 50.4 50.2 49.9 49.7 49.1 48.1 47.2 46.5 45.7 44.722.0 49.5/20.2 43.9 43.6 43.5 43.2 44.2 44.0 43.7 43.6 43.4 43.0 42.2 41.5 40.9 40.024.0 41.8/22.8 38.7 38.5 38.2 39.3 39.0 38.7 38.7 38.4 38.1 37.9 37.5 36.9 36.026.0 35.7/25.5 34.5 34.2 35.2 35.0 34.7 34.5 34.3 34.0 33.8 33.7 33.4 32.728.0 31.2 30.8 31.8 31.6 31.2 31.2 30.9 30.6 30.3 30.2 30.0 29.730.0 31.0/28.1 28.0 29.0 28.7 28.3 28.2 28.0 27.7 27.4 27.2 27.1 26.732.0 27.0/30.8 26.5 26.2 25.8 25.7 25.5 25.2 24.9 24.7 24.5 24.234.0 25.0/33.4 24.1 23.7 23.6 23.3 23.0 22.7 22.6 22.3 22.136.0 22.2 21.8 21.7 21.4 21.1 20.8 20.7 20.5 20.138.0 20.2 20.0 19.7 19.3 19.1 19.0 18.7 18.440.0 19.7/38.7 18.6 18.2 17.8 17.6 17.5 17.2 16.942.0 17.7/41.3 16.9 16.6 16.2 16.1 15.8 15.644.0 15.8 15.3 15.1 14.9 14.6 14.346.0 14.3 14.0 13.8 13.6 13.248..0 14.1/46.8 13.0 12.8 12.5 12.250.0 12.2 12.0 11.6 11.352.0 11.2/51.9 10.8 10.554.0 10.1 9.756.0 9.9/54.5 9.058.0 8.6/57.2


AM 9310Type: Crawler crane 165T

Lifting tableBoom length Boom length Boom length Boom length

27.43 30.48 33.53 36.58



capacity Height


6.10 135.41 29.26 6.40 124.00 32.31 6.71 95.03 35.36 7.32 82.97 38.107.62 92.66 28.96 7.62 92.55 32.00 7.62 78.03 35.05 7.62 78.07 38.109.14 69,96 28.65 9.14 69.83 31.70 9.14 59.76 34.75 9.14 59.81 37.80

10.67 55.92 28.04 10.67 55.79 31.39 10.67 48.15 34.44 10.67 48.21 37.4912.19 46.39 27.43 12.19 46.25 30.78 12.19 40.14 34.14 12.19 40.21 37.1915.24 34.15 25.91 15.24 34.00 29.57 15.24 29.64 32.92 15.24 29.71 36.2718.29 26.75 24.08 18.29 26.61 27.74 18.29 23.22 31.39 18.29 23.30 34.7521.34 21.70 21.34 21.34 21.56 25.60 21.34 18.79 29.26 21.34 18.87 32.9224.38 18.07 17.68 24.38 17.93 22.56 24.38 15.58 26.82 24.38 15.66 30.7827.43 15.36 11.58 27.43 15.24 18.56 27.43 13.21 23.77 27.43 13.30 28.35

30.48 11.43 12.19 30.48 11.28 19.51 30.48 11.39 24.6933.53 9.73 12.50 33.53 9.84 20.12

36.58 8.56 13.11


39.62 42.67 45.72 48.77



capacity Height


7.62 92.33 41.15 8.23 81.66 44.20 8.53 65.58 47.24 8.84 72.80 50.299.14 69.59 41.15 9.14 69.43 22.20 9.14 59.29 47.24 9.14 69.11 50.29

10.67 55.54 40.84 10.67 55.37 43.89 10.67 47.69 46.94 10.67 55.04 49.9912.19 46.02 40.23 12.19 45.85 43.59 12.19 39.69 46.63 12.19 45.21 49.6815.24 33.75 39.32 15.24 33.56 42.67 15.24 29.16 45.72 15.24 33.21 49.0718.29 26.37 38.10 18.29 26.18 41.45 18.29 22.76 44.81 18.29 25.83 48.1621.34 21.32 36.58 21.34 21.13 39.93 21.34 18.32 43.59 21.34 20.77 46.9424.38 17.68 34.75 24.38 17.49 38.40 24.38 15.11 41.76 24.38 17.13 45.4227.43 15.03 32.31 27.43 14.85 36.27 27.43 12.79 39.93 27.43 14.50 43.5930.48 12.88 29.57 30.48 12.70 33.83 30.48 10.87 37.80 30.48 12.35 41.4533.53 11.15 25.91 33.53 10.97 30.78 33.53 9.33 35.05 33.53 10.62 39.3236.58 9.73 21.03 36.58 9.55 26.82 36.58 8.05 31.70 36.58 9.20 36.2739.62 8.45 13.41 39.62 8.36 21.64 39.62 6.99 27.74 39.62 8.02 32.92

42.67 7.35 14.02 42.67 6.08 22.56 42.67 7.01 28.6545.72 5.30 14.33 45.72 6.14 23.16

48.77 5.39 14.63


Lifting table

Sumitomo SCX1500 Type: Crawler crane 135T

Working Mass & Ground Pressure:

Shoe width Mass Pressure

965mm 128.0t 95.0kPa <0.97kg/cm2>

Note: Working mass shown above is with 15.0m basic boom with 7.5m tapered top section, 46ton counterweight, 1.7ton auxiliary weight, 9.5ton carbody weight and 135ton hook block.

Boom length (m)

15.0 18.0 21.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.0 51.0 54.0 57.0 60.0 63.0 66.0 69.0 72.0 75.0Working

radius (m)

4.0 135.0/4.5

5.0 134.5 110.0 99.0/5.5

6.0 113.2 110.0 99.0 88.0/6.1 77.0/6.6

7.0 97.6 97.5 97.3 88.0 77.0 66.0/7.1 66.0/7.6

8.0 79.5 79.5 79.5 79.6 77.0 66.0 66.0 55.5/8.2 55.0/8.7

9.0 66.2 66.3 66.3 66.5 66.4 66.0 66.0 55.0 55.0 44.0/9.2 44.0/9.7

10.0 56.9 56.8 56.8 56.9 56.8 56.8 56.7 55.0 55.0 44.0 44.0 33.0/10.2 33.0/10.8 33.0/11.3 33.0/11.8

12.0 44.0 44.0 43.9 44.0 43.9 43.9 43.7 43.7 43.6 43.6 43.4 33.0 33.0 33.0 33.0 22.0/12.4 22.0/12.9 22.0/13.4 22.0/13.9

14.0 33.8 35.7 35.5 35.6 35.5 35.5 35.4 35.3 35.2 35.2 35.0 33.0 33.0 33.0 33.0 22.0 22.0 22.0 22.0 19.9/14.4 17.2/15.0

16.0 31.1/14.5 29.9 29.7 29.8 29.7 29.7 29.5 29.5 29.3 29.3 29.1 29.1 29.0 28.8 28.7 22.0 22.0 22.0 20.5 18.3 16.318.0 26.3/17.1 25.5 25.5 25.4 25.4 25.2 25.1 25.0 25.0 24.8 24.8 24.7 24.5 24.4 22.0 22.0 20.9 18.6 16.6 14.720.0 22.6/19.7 22.3 22.1 22.1 21.9 21.8 21.7 21.6 21.5 21.5 21.3 21.2 21.0 21.0 20.9 19.3 17.1 15.1 13.422.0 19.7 19.5 19.4 19.3 19.2 19.1 19.0 18.8 18.8 18.7 18.5 18.4 18.4 18.2 17.8 15.7 13.9 12.224.0 19.3/22.3 17.4 17.3 17.2 17.1 16.9 16.9 16.7 16.7 16.5 16.4 16.2 16.2 16.0 15.9 14.6 12.8 11.226.0 16.6/24.9 15.6 15.5 15.3 15.2 15.1 14.9 14.9 14.8 14.6 14.5 14.4 14.3 14.1 13.5 11.8 10.328.0 14.5/27.5 14.0 13.8 13.7 13.6 13.5 13.4 13.3 13.1 13.0 12.9 12.8 12.6 12.5 11.0 9.530.0 12.7 12.6 12.4 12.4 12.2 12.1 12.0 11.8 11.7 11.6 11.5 11.3 11.2 10.2 8.832.0 12.7/30.1 11.5 11.4 11.3 11.1 11.0 10.9 10.7 10.6 10.5 10.4 10.2 10.1 9.5 8.234.0 11.2/32.7 10.4 10.3 10.1 10.1 9.9 9.8 9.6 9.6 9.4 9.3 9.1 8.9 7.636.0 9.9/35.3 9.5 9.3 9.3 9.1 8.9 8.8 8.7 8.6 8.4 8.3 8.1 7.038.0 8.8/37.9 8.6 8.5 8.4 8.2 8.0 8.0 7.8 7.7 7.5 7.3 6.540.0 7.9 7.9 7.7 7.5 7.4 7.3 7.1 7.0 6.9 6.7 6.142.0 7.8/40.5 7.3 7.1 6.9 6.8 6.7 6.5 6.4 6.2 6.1 5.644.0 7.0/43.1 6.6 6.4 6.2 6.2 6.0 5.9 5.7 5.5 5.246.0 6.2/45.7 5.9 5.8 5.7 5.5 5.4 5.2 5.0 4.848.0 5.5 5.3 5.2 5.1 4.9 4.8 4.6 4.450.0 5.4/48.3 4.9 4.8 4.6 4.5 4.3 4.1 3.952.0 4.8/50.9 4.5 4.3 4.1 3.9 3.7 3.554.0 4.3/53.2 3.9 3.7 3.5 3.3 3.156.0 3.6/55.8 3.3 3.1 2.9 2.758.0 3.0 2.8 2.6 2.460.0 2.9/58.4 2.5 2.3 2.162.0 2.3/61.0 2.0 1.864.0 1.7/63.6


AM 7260Type: Crawler crane 80T

Boom length Boom length Boom length

21.34m 24.38m 27.43m


capacity Height Radius Lifting capacity Height

(m) (Ton) (m) (m) (Ton) (m) (m) (Ton) (m)

4.57 70.85 22.86 6.10 43.04 25.91 6.10 43.03 28.966.10 43.04 22.86 9.14 23.70 24.99 9.14 23.66 28.359.14 23.72 21.95 12.19 16.08 23.77 12.19 16.03 27.13

12.19 16.10 20.42 15.24 11.99 22.25 15.24 11.95 25.9115.24 12.02 18.29 18.29 9.45 19.81 18.29 9.40 23.7718.29 9.47 15.24 21.34 7.70 16.15 21.34 7.65 21.0321.34 7.21 10.06 24.38 6.42 10.67 24.38 6.38 17.37

27.43 5.40 10.97

Boom length Boom length Boom length

33.53m 36.58m 39.62m


capacity Height Radius Lifting capacity Height

(m) (Ton) (m) (m) (Ton) (m) (m) (Ton) (m)

6.71 37.08 34.75 7.01 34.63 37.80 9.14 23.59 40.549.14 23.70 34.14 9.14 23.65 37.49 12.19 15.98 39.62

12.19 16.11 33.22 12.19 16.04 36.58 15.24 11.91 38.7115.24 12.04 32.00 15.24 11.97 35.36 18.29 9.37 37.4918.29 9.50 30.48 18.29 9.44 34.14 21.34 7.64 35.6621.34 7.77 28.35 21.34 7.70 32.31 24.38 6.37 33.8324.38 6.51 25.91 24.38 6.44 29.87 27.43 5.41 31.3927.43 5.55 22.56 27.43 5.48 27.13 30.48 4.66 28.3530.48 4.79 17.98 30.48 4.73 23.47 33.53 4.05 24.6933.53 4.18 10.67 33.53 4.12 18.90 36.58 3.55 19.51

36.58 3.61 11.28 39.62 3.12 11.58

Lifting table


Sumitomo SC 700Type: Crawler crane 70T

Lifting table

Boom length 9.8 18.95 22.00 28.10 31.15 37.25 40.3

3.2 67.3

4.0 65.3

4.5 56.4 54.0

5.0 51.2 50.9 47.1

6.0 39.7 39.5 39.5 36.5 31.7

7.0 31.3 31.1 31.1 30.9 30.8 25.1

8.0 25.8 25.6 25.6 25.4 25.3 25.1 23.6

9.0 21.9 21.7 21.7 21.5 21.4 21.2 21.1

10.0 19.8 18.7 18.7 18.5 18.4 18.2 18.1

12.0 15.0 15.0 14.7 14.6 14.4 14.3

14.0 12.3 12.1 11.9 11.8 11.6 11.5

16.0 10.3 10.2 9.9 9.8 9.6 9.5

18.0 8.8 8.6 8.5 8.4 8.2 8.0

20.0 7.6 7.3 7.2 7.0 6.8

22.0 6.4 6.2 6.0 6.0

24.0 5.7 5.7 5.3 5.2

26.0 4.9 4.7 4.5

28.0 4.3 4.1 4.0

30.0 3.8 3.8

32.0 3.4 3.4

36.0 2.9

38.0 2.5

26

Piling equipment


pVe 110m

Type Low frequency vibration hammer

ecc. moment 110kgm

max. frequency 1350rpm

centr. force 2198kN

total weight 12000/13500kg

Dyn. Weight 7000kg

amplitude 31mm

flow 956 l/min


pVe 52m

Type Vibration hammer

ecc. moment 52 kgm

max. frequency 28.3/1700 Hz/tpm

centr. force 1650/165 kN/ton

total weight 6500 kg

Dyn. Weight 5470 kg

amplitude 19 mm

flow 650 l/m

28

Piling equipment


pVe 50m

Type Vibration hammer

ecc. moment 50 kgm

max. frequency 28.3/1700 Hz/tpm

centr. force 1600/160 kN/ton


Dyn. Weight 6750 kg

amplitude 15 mm

flow 561.5 l/min


D62

impact weight 6200 kg


energy per blow 224600 Nm

Blow rate 35-50/min

coNSumptioN

Diesel oil 20 lit.

lubrication 2 lit.

taNK VeRtical

Diesel oil 98 lit.

lubrication 31.5 lit.

ether 1.5 lt.

Type Diesel hammer

Dimensions Height 5910mm Width 828mm


Herbosch-Kiere was awarded, along with 2

additional partners, the contract to extend the

Harbour of Ostend. These works were divided into

three phases. Two dams were built in the sea using

800,000 tons of stone. The aim was not only to

improve the naval accessibility of the harbour but

more importantly to provide increased protection to

the Belgian coast in the event of flooding.

Ostend Harbour Dam> Eastern Dam = 791m

> Western Dam = 694m

> 12 million tons = Volume of cargo that the harbour

of Ostend will be able to handle on completion of

the extension (today it stands at 8 million tons).

Projects Marine Construction


Delwaidedok NoordThe base of the quay of Delwaidedok, in Antwerp

required protection to avoid further erosion as a result

of the anchoring and maneuvering of ships. Erosion

at the quay edge was compromising its stability.

Herbosch-Kiere renovated the head of the quay

and delivered and installed bed protection across

the North quay. As a result asphalt mattresses are

now protecting the base of the quay over a length

of 1200m.

Works included:

> Demolition of the head of the quay wall.

> Repairing the existing quay walls.

> Placing new bollards with anchoring facilities.

> Installing scour protection along the quays.

The length of the quay each side is about 2km

(total length 4.7km). This container terminal, being

the MSC Home Terminal, is one of the largest

terminals in the world.

The works were executed in phases so as to keep

navigational disruption to a minimum. A special

lift frame was designed by Herbosch-Kiere to

accurately place each asphalt mattress.



Construction of the second lock at the Waasland

Port – in the Port of Antwerp – the world largest lock.

With its 500 meter length, the second lock in the

Waasland Port is as long as 28 articulated buses

laid bumper to bumper. It is 68 meters wide which

is comparable to a 19-lane motorway. 22,000 tons

of structural steel was required to build the lock,

the bridges, and associated accessories, nearly

Lock Deurganckdokthree times more than the steel used to build the

Eiffel Tower (7,300 tons).

Herbosch-Kiere was awarded this project, along

with 4 additional partners.

The main works included:

> Construction of a bentonite slurry wall: 90,000m²

> Groundworks: 5,500,000m³

> Concrete works: 750,000m³

> Metal fabrication (lock doors): 8,700,000kg

> Steel bridges: 3,000,000kg

> Electro mechanical structures: 113,000kg

> Roadworks

www.deurganckdoksluis.be

ProjectsMarine Construction


HK was awarded the contract to execute the

following works by the Harbour of Rotterdam:

> Removing buoys 78 and 79

> Installation of new steel mooring dolphins

equipped with bollards and slip hooks

Anchor Facilities ‘Boeispan 78 & 79’

Projects

> Installation of power cables servicing existing piles

> Installation of bollards, ladders and structural

steel work

> Installation of cathodic protection to the piles

Marine Construction


Groningen Seaports awarded Herbosch-Kiere the

construction of a new quay wall.

The works included:

> Combi-wall, piles (length 356m, ø 1620mm)

> Water depth of 20m

> Ground anchors

Eemshaven Julianahaven

> Concrete works, copping beams and foundations

> Ground works

> Dredging



Harbour Wijnegem‘De Scheepvaart’ awarded Herbosch-Kiere the contract to build a new harbour and renovate embankments, in Wijnegem.

The following works were successfully executed:

> Construction of a new quay of 1,150m to the left shore in front of the existing quay, keeping the existing sheet pile wall and parts of the concrete upper structure.

> Construction of a harbour with quay on the opposite side (water depth 5m) of 920m

and breaking down of the existing embankments. Dry and wet ground works (water depth 5m) between the existing and the new quay were included in these works.

> Supply of all infrastructure items enabling long- term mooring of ships (with the supply of waste containers, running water, electricity, car parking, etc).

> Road works and renovation of the existing routes

including all associated water drainage.

Key quantities:

> Dredging: 85,000 m³

> Sheet piles: 21,000 m²

> Ferroconcrete: 6,500 m²

> Ground anchors (partly by drilling the existing

sheet pile wall): 850 pcs.

> Groundwork: 110,000 m²

> Consolidation of road: 15,000 m²

> M&E works: € 250,000



Projects

In the Harbour of Antwerp a ‘current deflecting

wall’ was installed by Herbosch-Kiere and partner.

This steel construction consisted of two distinct

parts: an underwater embankment and a lateral

guiding screen. The purpose of the CDW was to

divert currents in the Scheldt so as to reduce

sedimentation at the Deurganckdok.

Works included:

> Delivery and installation of 37 steel piles

(diameter 2,420mm and length 42m) with a total

volume of 3,100 tons

> Delivery and installation of 5,805m² steel sheet

piles (top edge being 7.60m under low water)

using the Albatros

Current Deflecting Wall

> Dredging of 81,000 m³ of hard sand to 16.75 m

below water

> Installation of 89,000 tons of rock armor

> Delivery and installation of steel screens

between the piles with a total weight of 810 tons

Marine Construction


> Steel guiding structures

> Steel gangways with mesh and handrail

> Underwater dumping of armour stone

> Maintenance work

Jetty TerneuzenValuepark Terneuzen awarded Herbosch-Kiere the

contract to build phase 2 of the sea jetty for Oiltanking

Terneuzen BV. The heart of the jetty consisted of two

concrete load platforms and a concrete access and

pipe bridge on a steel pile foundation. The anchor

facilities along the jetty were realised by means of

39 pieces of steel mooring and berthing dolphins.

The existing bridge to the bank was protected by two

new guiding structures. The total length of the jetty

being 350m.

The works included:

> Two jetty platforms on steel piles. The platform

consisting of a substructure of steel piles and

concrete cross beams and a final deck – designed

by the contractor – of prepressed beams with an

in-situ concrete cover

> Fender panels and bollards designed by the

contractor; partly connected to the jetty platform

by means of gangways



Projects

South Hook LNG Terminal Besix Kier JV

Marine Construction

> Cutting of the redundant support piles one metre

below seabed

> Removal and transportation of the redundant

steel and concrete piles (+/- 700 piles)

Sixteen concrete mooring dolphins were removed

(totalling 25,000t). Some of the lifts executed by the

Rambiz weighed in at 1,300 tonnes. The concrete

was crushed on site for recycling.

Herbosch-Kiere were subcontracted by the client to

undertake the following works:

> Slicing of 1,700mm thick reinforced concrete decks

> Cutting of the berth piles and dolphin piles

above water

> Removal and transportation of the concrete

deck sections

> Removal and transportation of the concrete

dolphin slabs

Plant:Some of the Plant used on this project included:

> WAASLAND Pontoon Vessel

> SCHELDELAND Pontoon Vessel

> SEA DEVIL Pontoon Vessel

> ATLANTIS Multi Purpose Pontoon Vessel

> RAMBIz Heavy Lift Vessel


Grobbendonk BridgeDe Scheepvaart awarded Herbosch-Kiere the

contract to demolish and build a new bridge above

the Albert Canal in Grobbendonk, Belgium.

The works included:

> Demolition of the existing bridge

> Demolition of the existing road, bicycle path,

pedestrian area, public lights and drainage-canal

> Demolition of existing embankments and

construction of new embankments to the right

and left shore

> Excavation of the shore above and below water

to widen the canal to 86m

> Construction of a new steel bridge

> Construction of new bridge pillars & foundations

> Installation of the new bridge

> Construction of a new road, bicycle path and

pedestrian area, public lights and drainage-canal

ProjectsDemolition


LinkspanAt the Delwaide Dock in Antwerp, Herbosch-Kiere executed a project for the extension of an existing quay wall, known as the Linkspan, over 60m long and 35m wide.

Works included:

> Demolition of the quay walls at the “Linkspan” using explosives, removal of waste and demolition of the existing quay crane.

> Execution of the connections with the existing structures.

The “Linkspan’, originally designed for RORO traffic, needed to be removed for logistical reasons. In its place a new quay was erected with the new wall consisting of a horizontal ferroconcrete plate attached from both sides to ferroconcrete slurry walls. The complete construction was secured with ground anchors, with the new quay wall being connected to the adjacent quays.

Projects Demolition


The bridge above the Albert Canal in Viersel (Belgium) needed to be replaced by a taller steel arch bridge. Demolition and rebuilding of the bridge was necessary to make it possible for ships with four layers of containers to navigate over the full length of the Canal. The new bridge, spanning 118m across, provided a headway of 9.10m. The canal was also broadened from 50 to 86m.

Works included:

> Demolition of the existing bridge

> Construction of the new bridge

> Reconstruction and raising of the road

> Broadening of the Albert Canal

> Construction of new quays

> Groundwork and dredging between the existing quays

> Broadening of the shore

Viersel Bridge

ProjectsDemolition


OsirisHerbosch-Kiere chartered the ATLANTIS to the

joint venture of Osiris Marine Services and Nordic

Offshore Marine for cable repair. On-board the

DP1 cable repair vessel was Reef Subsea Dredging

& Excavation’s (formerly Rotech Subsea) T4000

burial/de-burial plant.

Luke Ansell, the Business Development Manager

at Osiris Marine Services, said: “The Atlantis has

a maximum draft of 2.4m and she can bottom out.

So that coupled with the versatility of our offshore

spread means we are in the position to offer Diving,

ROV, Cable repair and trenching solutions where

other vessels can’t.”

Projects Renewables


Offshore Windmill Farm SwedenKarehamn Offshore Windmill Farm is located in the

Baltic Sea, approximately 6km off shore. The farm

produces a total of 48MW with 16no Vestas V112

wind turbines, each with a height of 79.6m and an

individual capacity of 3MW.

Concrete foundations to the 16 wind turbines,

installed by E.ON along the Swedish shore, were

completed satisfactorily, but due to a rocky sea bed

the self-elevating ship MPI Discovery had difficulties

in positioning its spud legs for further construction

of the wind turbines. E.ON awarded Herbosch-Kiere

the contract to place the grit platforms on the sea

bed around the foundations enabling the spuds of

the elevating ship to stand securely on the sea bed.

The Albatros was mobilised to place 16x6no gravel

beds on the sea bed for use as footprints for the

Charterer’s hired MPI Discovery.

ProjectsRenewables


Plant: ATLANTISSelf propelled Multi purpose marine vessel.

Dimensions:

> 81m(l) x 22m(b) x 3.8m(d), 1,998 tonnes

> 2 Spuds: 1.22m x 28m

Working deck dimensions:

> 22m x 57m with 10m2 load

> Four point mooring system, 4 x 500m

> Max pulling power 40 ton, Max holding power 75 ton

> Accommodation - 10 single berths

Herbosch-Kiere Marine Contractors Ltd was

awarded a Charter Contract on the London Array

Windfarm Project by the company Global Marine

(GMSL). Our contract was for the installation of 33kv

transmission cables between the turbines and the

substations, using our multi purpose pontoon barge

“Atlantis”. The 4 month project began for Herbosch-

Kiere in September 2011 when the Atlantis vessel

sailed to Sheerness.

The London Array Windfarm Project (50% Dong

Energy, 30% Eon and 20% Masdar) is a large offshore

windfarm in the UK, 20km off the Kent Coast.

For the cable installations works, we were required

to upgrade the “Atlantis” with a DP1 Certified

computer system and the deck was also adapted to

hold offshore accommodation containers for GMSL’s

37 staff.

London Array Offshore Wind Farm Global Marine (GMSL)

Projects Renewables


Whilst unloading on the quay of Niel, the Celandro

ship capsized when water entered the ballast tank

causing ¾ of its load to fall out. The ship was laden

with 450 pallets, each carrying 1,000kg of cement.

After removing the load from the water, the ship

was rotated 90° by the use of cables. All of the

openings were resealed and pumped dry to refloat

Wreck Salvage Celandrothe ship. Rapid execution was required before the

tide could reach the hold. When the ship was afloat

with the balance of the load still on board, the

Celandro was towed away with an intact cargo.

Built in 1960, the Celandro is over 60m long, with an

empty weight of 172 tons and a load capacity of

400 tons.

ProjectsMarine Salvage


These works included the salvage of two wrecks

in the estuary of the Seine by Honfleur in France

using the Atlantis. The coaster The Hermon sank in

1896 along with a separate barge. For this contract

the Atlantis was used along with a 250T excavator,

equipped with a 15T shear cutter and American

11320 crane.

The works were divided in two phases:

> Partial removal of the steamship The Hermon

> Complete removal of the sunken barge (9x29m)

400 tons of steel was removed. Removal of both

wrecks was necessary to create a broader and

deeper fairway.

Salvage of the Hermon

Projects Marine Salvage


Dover Harbour Board awarded Herbosch-Kiere UK

the contract for the salvage and partial removal of

the blockship “Spanish Prince”, an ex-cargoship

which was scuttled by the Admiralty during the

First World War and lay to the east of the Western

Entrance in the Outer Harbour of the Port. She

was moved to her present position in the 1930’s,

the bow was close to the Southern Breakwater.

Herbosch-Kiere used our multi-purpose barge

Waasland and pontoon vessel Gaverland with

speciality lifting and cutting equipment for this

contract, the ship was cut up in situ before being

raised from the sea bed.

Plant: WAASLANDDims: L 60m, B 13.85m

Draught: 0.55m

Max Draught: 2.70m

Depth: 3m

Loading Capacity: 1,812 ton

Plant: GAVERLANDDims: L 60m, B 22m

Draught: 0.75m

Max Draught: 3.30m

Depth: 4m

Loading Capacity: 3,200 ton

Salvage of Spanish Prince Wreck Dover Harbour Board

Projects Marine Salvage


Plant: ATLANTISSelf propelled Multi purpose marine vessel.

Dimensions:

> 81m(l) x 22m(b) x 3.8m(d), 1,998 tonnes

> 2 Spuds: 1.22m x 28m

Working deck dimensions:

> 22m x 57m with 10m2 load

> Four point mooring system, 4 x 500m

> Max pulling power 40 ton, Max holding power 75 ton

> Accommodation - 10 single berths

Fylde Outfall Coastal Protection Van Oord ACz Ltd

Projects Other

Charter hire of the side stone dumping vessel

“Atlantis” for the placement of 300,000 tonnes of

various sized rock onto a 5.2km existing outfall pipe.


In the past asbestos cement was used in a variety

of places to raise and harden roads and paths.

Asbestos cement being the residue product created

by crushing asbestos cement piles. Such grit is of

course no longer produced, but today the dangers of

inhaling asbestos fibers remain. Several residential

plots required decontamination, and asbestos

cement removed by controlled digging. In certain

basements asbestos was required to be covered

Contaminated Asbestos Removal

with layers of concrete. The residents and owners

of the plots were kept informed and updated by

intensive communication and personal visits from

the contractor and the designers.

> 700 plots

> +/- 75,000 tons of asbestos cement was removed

and disposed of

Projects Other


Stone Dumping Qatar

Projects Other

For these works, the Atlantis was chartered by a

subsidiary company of DEME.

> Dumping of 2,500,000 T stones in the harbour of

Ras Laffan, Qatar

> Dumping of 300,000 T stones in Yanam, India

> Supply of tetrapods in Las Raffan


For more information, visit us at:www.herbosch-kiere.com

Rev

. 03/

2014

Herbosch-Kiere n.v.

Haven 1558 - Sint Jansweg 7

9130 Kallo

Belgium

Tel: +32 (0)3 575 02 82

Fax: +32 (0)3 575 13 10

[email protected]



Documents

SAFELY DELIVERING VALUE ENGINEERED … · 2 This in-house capability and design expertise ... 500 subsidiaries. ... Sumitomo SC 700 Crawler crane 70T