| 6th session of the international commitiee of exports | |
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6TH SESSION OF THE INTERNATIONAL COMMITIEE OF EXPERTS MOSTAR 4, 5, 6 APRIL 2001.
AGENDA Wednesday
04. April 2001, 09.00-10.15 Opening of the session,
presentation and adoption of the agenda of 10.15-11.30
Presentation of the progress of the works and discussion ( Dr. Colin 11.30-12.30
Discussion regarding the quality and quantity of the stone, eventual 12.30-13.15
The information on ongoing historical research in archives of
Ankara and Istanbul. 13.15-14.30
Lunch 14.30-17.00
Presentation[1]
by LGA company, responsible for Laboratory tests on stone, mortar,lead and
iron -
Presentation of the final results of the laboratory tests on the
following ancient and new materials: a)
Analysis of the old iron and proposal for the new composition of
the iron, in regard to the latest proposal to use the INOX
b)
Analyses of the different types of the mortars find in the
structures of the Old Bridge and proposal for the new composition of the
mortar, to be adopted c)
Proposal for pouring
the lead Discussion
regarding proposal for the monitoring system. 17.00-18.30
Internal discussion by ICE regarding LGA findings. 20.30
Official dinner organised by Mr. Colin Kaiser, UNESCO
Representative in B&H (Hotel“ERO”)
Thursday,
05 April 2001 09.30-11.30.1
Discussion by ICE regarding final design presented by General Engineering[2]
- Design, Photogrametry and
The following issues should be discussed: a)
the final design-final drawings b)
Final calculations c)
Comments of the ICE on General Engineering final report d)
Other proposals and issues related to the calculation which have to
be raised and discussed during the presentation 11.30-12.30
Internal Discussion by ICE regarding final design 13.00-14.30
Lunch 14.30-16.30
Presentation by OMEGA Engineering[3]
- Dubrovnik , Architect assignment for the rehabilitation of the Towers
and their surrounding buildings. Presentation
consist of the following topics a)
the preliminary design for the Towers b)
Future usage of the towers and surrounding buildings c)
Methodology for the archaeological investigations d)
Other proposals and issues related to the preliminary design
16.30-17.30
Discussion by ICE and adoption of the decisions or remarks related
to the preliminary design of the Towers and surrounding buildings 20.30
Official dinner organised by the Project Co-ordination Unit ‘ PCU
Friday, 06. April 200110.00-12.0
a)
Composition of the Evaluation committee b)
Supervisor for the Bridge Reconstruction - Pre-qualification of the
candidates c)
Preparation of the final decisions 13.00-14.30
Lunch 14.30-15.00 Adoption
of the decisions and conclusions of the 6th session 15.00-16.00 Presentation of Aga Khan rehabilitation plan 1The
Contractor’s team could not consist of more then four persons. The
Contractor is obliged to submit the summary of his presentation at
least two weeks before the ICE session. [2]
The Contractor’s team could not consist of more then four persons. [3]
The Contractor’s team could not consist of more then four persons.
The Contractor is obliged to submit the summary of his presentation at
least two weeks before the ICE session.
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Decisions
of the 6th Session of the International Committee _____________________________________________________________________________________ The Session was held
in the presence of the majority of the ICE members, Mr. Beschaouch,
Professors Erder, Kiel and Necipoglu being absent due to prior engagements. After
hearing detailed reports by UNESCO, the PCU and the Technical Assistance to
the PCU, the ICE proceeded with the agenda.
At the request of one of its members, it was decided to include in
the present report remarks made by the experts when they were not in
accordance with the decision taken by majority.
Those decisions, whether taken unanimously or by a majority of the
members, will be indicated in bold face type. RESULTS OF STONE CUTTING AND THE SITUATION REGARDING PURCHASE OF EXTRA QUANTITIES NEEDED FOR RECONSTRUCTION The
ICE, having previously expressed its concern about the stone supply
available in KOMOS and the shortage of Tenelija in Mukosa quarry. ( 3rd
session, 30 June-1st July 1999), was informed that, after the
supervision of stone–cutting process by Mr. Ante Krsinic and the tests
performed by Prof.Langof, only 280 blocks amounting to 75 cubic meters of
Tenelija stone can be used, an additional 282 cubic meters being needed for
the bridge reconstruction (318 cubic meters including
reserve stone in case of damage). Mr.Cisic
and Mr. Rozic have submitted this crucial stone issue to the city
government, which has decided to purchase the necessary quantity of high
quality Tenelija. The geological investigations carried out by Prof. Langof
and Mr. Krsinic in the vicinity of the Mukosa quarry have ascertained the
presence of a layer of about 10 meters wide and one meter high. It must be
noted that this layer, far from being horizontal, follows a steep slope
facing south. The
ICE, after discussing the report by Prof. Langof and Mr.Krsinic,
acknowledges the fact that quarrying in the Mukosa quarry area cannot be
performed with the relevant equipment which would avoid waste by cutting the
stone according to the slope of the sediment, this equipment not being
available on the site. It
stresses the necessity, in order to respect the timeframe of the
reconstruction project, to start quarrying as soon as possible and to
proceed immediately by stone cutting under proper supervision and laboratory
tests. The material must be ready before the end of February 2002. This date
is absolutely binding for contractual reasons.
FINAL DESIGN –
PHOTOGRAMETRY, DESIGN AND CALCULATIONS
The ICE, having heard reports prepared on behalf of General
Engineering by Prof. Vignoli and Mr. Romeo, stresses the fact that results
of phase B should have been available seventy days before, on 15 December
2000. In
order to respect the timeframe of the project, three experts for the ICE,
namely Professors Gojkovic, Langof and Mulabegovic, will give by written
form their final comments on the last version of the Phase B design before
15th April 2001, at the latest. The documents, updated with their
comments, will be submitted to the PCU for final approval. During the drawing up of Technical Specifications and Definition of Unit Prices by the PCU Technical Assistance, the same ICE experts will work closely with the PCU Technical Assistance. During this phase, the design prepared by General Engineering could be slightly modified. On
behalf of General Engineering, Mr. Mela stresses his willingness to
co-operate. His team will be available for clarification, if needed, even
after the formal acceptance of their final report. LABORATORY TESTS
At the request of LGA, the ICE heard reports from Professors Luigia
Binda and Giulia Baronio, of the Politecnico di Milano, in which three
different mortars for the Old Bridge were presented: a)
mortar with washed Neretva sand and burned lime, mixed at a ratio of
1:3, giving a compressive strength of 0.84 MPa; b)
same as a) but Neretva sand is mixed with 2% silica fume, giving a
compressive strength of 0.87 MPa; c)
same mixture, but with 10% silica fume, giving a compressive strength
of 4.5 MPa, after 28 days. The
designer requires at least 5 MPa compressive strength.
Prof. Langof stressed that mortar being a basic constructive element
of the bridge, its mechanical characteristics should be known, including
elasticity modules.
The ICE decided that the mortars should be divided as follows: a) red
mortar under the pavement prepared in the traditional way; b) mortar for the
arch corresponding to proposal c) of LGA with sufficient retentivity.
The LGA recommendations for
pouring techniques were accepted, and ICE proposed that the PCU include LGA
recommendations in the technical specifications.
As a personal suggestion, Prof. Ivancevic insisted that Omega
Engineering should prepare for testing a number of mortars similar to those
used in Dubrovnik on the occasion of the restoration works. TURKISH ARCHIVES
The
ICE heard a report on the Ottoman archives concerning Stari Most by
Professor Mehmet Ibrahimgil, Professor of the History of Art at Gazi
University, Ankara. Prof.
Ibrahimgil has found in Istanbul an important document included in the
Muhimad Efteri relating the construction of the bridge and showing that the
city planning had been started from the bridge itself. Another
document is related to the first restoration of the bridge and shows that,
as for its construction, the villagers of the vicinity who were working on
Stari Most were exempted from taxes. This
decision concerned 23 villages or settlments in the region of Mostar. The
ICE expressed its thanks to Prof. Ibrahimgil and to the Turkish government
for appointing him for this research job.
It is decided that the ICE will send a list of requirements for
further research to Prof. Ibrahimgil through the Sarajevo office of UNESCO.
Meanwhile, a progress report will be sent to the ICE by Prof.
Ibrahimgil. TOWERS
The
ICE, having heard a preliminary report on the restoration of the bridge
towers by Mr. Pekovic, on behalf of Omega Engineering, expresses its doubts
as to the feasibility of the whole programme in the short time allowed to
the company. It
is underlined by several members of the Committee that the final functions
of the towers and of the adjacent monuments are the responsibility of the
city government, after appropriate discussions with the land and real estate
owners concerned and that it is therefore premature to define them
beforehand. The ICE expresses
its doubts and concerns regarding the use of the towers for museums,
galleries, shops or coffee-shops. The
restoration should aim at revealing the architecture of the Tara and
Halebija towers, two major monuments which should be understood and visited
as an intrinsic part of the bridge complex. At
the present stage Omega Engineering must avoid carefully the elimination of
18th- century structures, such as the vault in Tara tower, or the
reconstruction of other elements, such as the upper part of the towers with
a conjectural roofing of the 15th century.
The philosophy of the restoration is to preserve as much as possible
the shape and general aspect of the towers prior to the destruction of the
bridge. Limited interventions concerning roofing, access and
circulation will have to be approved by the ICE after submission of a
detailed and precise project. On
the other hand the ICE again stresses the need for archaeological
investigations already underlined on the occasion of the 4th and
5th sessions. It is
necessary to start a comprehensive study, including survey, visual
examination of the masonry and excavations of selected areas. It is also advisable to have recourse to archeometric methods
such as dendrochronology in the case of the timber elements to be found in
the walls of Halebija tower. Archaeological
investigations are an essential part of the contract, which made provisions
for the presence of an archaeologist- Prof. Ante Milosevic- in the team.
They cannot be carried out by the team which is working on the
drainage system nor by the team which will be drilling pits at the request
of Mr. Damir Corko on behalf of the Conex-Yeralti Aramcilik joint venture
with a view to preparing the works on the foundations. Within
the timeframe of the project, it is obvious that the hydrological
investigations must be performed before the beginning of the works on the
foundations and that the archaeological investigations must also predate any
intervention on the masonry. TERMS OF REFERENCE
The
ICE decided that in the future all terms of reference for expressions of
interest, pre-qualifications and contracts will be discussed and approved by
the ICE in order to avoid certain problems encountered in the past. EVALUATION
COMMITTEE The
ICE discussed the means of improving the pre-qualification and evaluation
process. The final document for
pre-qualification has to be approved by ICE, before publication in
Development Business. It is decided that the members representing the ICE
during the evaluation of the pre-qualifications will also sit in the
evaluation committee for the appointment of the successful bidder for the
reconstruction works. The evaluation committee will consist of 3 members of
the ICE and 3 members of the PCU with possible assistance of a mediator if
needed. SUPERVISION Concerning
the supervision of the strengthening of the foundations, the ICE recommends
hiring one of the experts of the companies that have been involved in the
geological investigations. The ICE was informed that the supervision is the
responsibility of the Technical Assistance to the PCU, which agreed to cover
the cost of the above-mentioned expert. An
approval for expression of interest concerning the supervision of the bridge
reconstruction should be published on 16th April together with
the notice for pre-qualification. The
ICE suggested that the supervisor will be a qualified restoration architect
assisted by experts in the various fields (mortars, stone-cutting and
dressing, lead-pouring process, etc.).
It was suggested that experts from the companies that have been
involved in preliminary studies could be considered for these assignments.
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