CONREPNET Performance based rehabilitation of reinforced concrete structures Members workshop – London – 24 & 25 April 2006 The present and future in concrete.

Slides:



Advertisements
Similar presentations
Contracts for Builders Ross Kinzler, Executive Director.
Advertisements

Project Procurement Management
ABC Change Orders College of Environmental Design
Presentation “Consultores” Ltd. is a firm, specializing in the collection of private and commercial debts, as well in the offering of all kinds of consultation.
Major works RESIDENTIAL LEASEHOLD EXPERTS. THE BASICS Your Landlord has a duty to you and all Leaseholders in the property, to properly and continually.
Nabil dmaidi1 Miller Act H Enacted in 1935 H Federal Contracts over $25,000 H Contractor shall provide Bonds H Performance Bonds in the amount to protect.
Uniform Public Construction Cost Accounting (UPCCA) presented by: Kevin Cobb AIA/ARA, the Addington Partnership William Duncan IV, Taft College December.
© 2011 Cengage Learning. The Life of an Escrow Chapter 13 © 2011 Cengage Learning.
Snow and Ice Maintenance Tenders and Contract Interpretation Robert Kennaley McLauchlin & Associates.
Safety and Health Management Program
Lesson 5 Computer-Related Issues
Sustainable Energy Systems Overview of contractual obligations, procedures and practical matters KICK-OFF MEETING.
Computer Related Issues IC3 Chapter 5 Computer Fundamentals.
INSAG DEVELOPMENT OF A DOCUMENT ON HIGH LEVEL SAFETY RECOMMENDATIONS FOR NUCLEAR POWER Milestone Issues: Group C. Nuclear Safety. A. Alonso (INSAG Member)
Determination of Construction Contract Duration for Public Projects in Saudi Arabia By: Ahmed Saleh Al-Sultan, June 1989 Presented by Sameh Elish January.
PROCEDURES FOR SELECTING THE CONTRACTOR
OGC LEGAL AFFAIRS EDUCATION PROGRAM CONTRACTING AND PURCHASING AT DEPAUL, FROM START TO FINISH A JOINT PRESENTATION BY ANASTASIA KATINAS, OFFICE OF THE.
ISO 9000 Certification ISO 9001 and ISO
Project Execution.
A Look Ahead on Green Building Innovation. Introduction  Industrialization has been coupled with increasing harmful effects to the environment in the.
5.2 Personnel Use competent staff Supervise as necessary
Using QBS A Qualifications-Based Selection Process Presenters: Ron Brenke, PE - QBS Manager.
Welcome Elizabeth Schanbacher Assistant Superintendent of Educational Technology.
University of Palestine software engineering department Testing of Software Systems Fundamentals of testing instructor: Tasneem Darwish.
ICAO Aerodrome Safety Workshop Almaty, Kazakhstan – 18 to 22 November 2002  AERODROME MANUAL.
April 11, 2007 Strengthening Communities Conference Managing Your Risks Ron Dennill Northern Communities Insurance Program.
Produced 27/06/05 Seeing the Future First Tom Welland Fire Services Manager.
Documenting the Participation of Fishing Vessel Crew Members in Alaska’s Commercial Fisheries Documenting the Participation of Fishing Vessel Crew Members.
YUSUF OZ FATIH BOLUKBAS HUSEYIN ANIL KARABULUT. A contract is a legally binding agreement between two or more parties.
CHAPTER#08 MANAGEMENT OF TECHNICAL PROPOSALS AND SPECIFICATIONS Lecture No. 08 Course: Engineering Management 19 april 2013 MED DEPARTMENT, U.E.T TAXILA.
Specification & Quantities Estimating
Massa Carrara Province Vocational training Service Funds: European Social Fund (ESF) Continuing Vocational Training National Funds ex Law 236/93 and Law.
SPS policy – Information Presentation Presentation to ROS June 16, 2004.
Report on the Challenges in the Planning and Procurement of Services for the Ceres and van Rhynsdorp Correctional Facilities Portfolio Committee on Correctional.
ARC 807: Professional Practice and Procedure Department of Architecture, Federal University of Technology, Akure, Nigeria ARC 807: Professional Practice.
Copyright © 2006 by The McGraw-Hill Companies, Inc. All rights reserved. McGraw-Hill/Irwin 7-1 Chapter Seven Auditing Internal Control over Financial Reporting.
Change Orders. CO Proposals Initiated by owner or GC –Owner requests estimate for work proposed –GC CO results from changed site condition or response.
International Atomic Energy Agency Roles and responsibilities for development of disposal facilities Phil Metcalf Workshop on Strategy and Methodologies.
College of Engineering CIVE 4750 Using QBS A Qualifications-Based Selection Process Adapted from a presentation by QBS, Inc. 215 N. Walnut St. Lansing,
Office of Procurement Services.  Vendor Application Website: 
1 DESIGN RESPONSIBILITIES Contract Information Supplied by Design Team Responsibility of the Precaster Option I Provide complete drawings and specifications.
University of Calgary Continuing Education Construction Contract Law and Documents Week 12 Changes Delays Claims Contract Documentation.
INVITATION TO TENDER PROCEDURE INVITATION TO TENDER PROCEDURE IT–4082/EN Design, Supply, Installation and Commissioning of the ventilation of the BAF3.
[Hayes, Dassen, Schilder and Wallage, Principles of Auditing An Introduction to ISAs, edition 2.1] © Pearson Education Limited 2007 Slide 5.1 Client Acceptance.
The Use of Actuaries as Part of a Supervisory Model Michael Hafeman – Consultant World Bank May 2004.
Ondřej Přibyl L3: System Development Life Cycle page 1 Lecture 3: System Development Life Cycle Doc.Ing. Ondřej Přibyl, Ph.D. Department of applied mathematics.
CONSTRUCTION MANAGEMENT AT RISK Prepared by: Nancy Fouad Carey Attorney AGC Alabama Birmingham Section Meeting November 5, 2012.
May 5, 2016 May 5, Reporting obligations for  Investment banks,  Stockbrokers and dealers  FM and Investment advisers 2. Publication financial.
Legal framework of telework – practical solutions for employers Dr. Jacek Męcina.
CONREPNET Performance based rehabilitation of reinforced concrete structures Saint Malo – 28 June2006 Certification of the concrete repair contractor.
CE UNIT 1  Maintenance is the act of keeping something in good condition by checking or repairing it regularly.
Presented by: Brienne Berscheid Assistant Vice President & Construction Escrow Underwriter Construction Escrow Documentation Requirements.
CONREPNET Performance based rehabilitation of reinforced concrete structures Members workshop – London – 24 & 25 April 2006 CE marking of concrete repair.
Maintaining Safety Standards
Systems Analysis and Design in a Changing World, 4th Edition
Content of Tender Dossier - Instructions to Tenderers - Tenders
AERODROME MANUAL.
Maintaining Safety Standards
FEASIBILITY STUDY Feasibility study is a means to check whether the proposed system is correct or not. The results of this study arte used to make decision.
Temporary Works Co-ordination
FIVE PROJECT PHASES 5C-3 Sun. 8:00-10:00am 21/ 2/2016.
Quality Management Systems – Requirements
Construction Management
Request for Proposal & Proposal
Chapter 12: Project Procurement Management
Speaker: Sarah Chambers, Esq. Claims Counsel| Professional Liability
Lesson 5 Computer-Related Issues
PROJECT DELIVERY METHODS
A JOINT PRESENTATION BY
Presentation transcript:

CONREPNET Performance based rehabilitation of reinforced concrete structures Members workshop – London – 24 & 25 April 2006 The present and future in concrete repair Ing. G. Van der Borgh Technical Adviser FEREB

A.The present in concrete repair A. 1. What do we have : - Specialized cementious based products, - with national certification - with CE marking in the near future - A lot of contractors with good knowledge on - repair products - application technique - repair concrete technology - National Normalization guides - Neutral specification text in a lot of countries - Insurance covers with future durability options

A.2. What do we get : - A.2.1. On the product side : - Use of none certified repair products ! - Still use of resin based products outside ! - Use of cosmetic repair products on structural repairs ! - Use of none performing coatings, without any carbonation protection and even sometimes without any permeability, aggravating as such the rust action !

A.2.What do we get : - A.2.2. On the applicator side : -Minimum or even no diagnostical information available to the bidder, - obliging him to either taking a financial risk, - either to incorporate some securities, but with the risk of loosing the quote ! - Use of the lowest bidder without any preliminary control : - on his technical ability to perform an adequate and durable job ! - on the qualification of his staff and workers ! - on the used products ! - if the requested amount of money to execute the job reflect the assumed amount ! - no obligation on durability – mostly with only 1 year of responsibility ! - No site control during the job : - on qualification of workers and staff ! - to see if the specification are followed ! - to see if the given diagnostic in the specification are confirmed ! - with no segmentation and separate approval in the repair process !

A.2. What do we get : - A.2.3. On the consultant side : - He relay on the competency of the future contractor and do not see the need to provide to him a full diagnostic on the nature of the job ! - Do to this lack of information his financial evaluation will mostly be under estimated but by finding contractors, who either by ignorance, either by risk taking, will confirm this low evaluation, he initiate and encapsulate a more than probable future repair failure by choosing the cheapest contractor ! - He keeps the specs very general, due to this shortage of diagnostical information, sometimes they even contradict each other ! - He do not see the need to convince the owner to invest in a general protective coating, to prevent further carbonation !

A.2. What do we get : - A.2.3. On the consultant side also : - No formal site control exist most of the time : - To see if the qualification of the workers and staff is adequate ! - To see if the specification are followed ! - To see if the given diagnostic in the specification are confirmed ! - To segment, test and give separate approval of these segments !

A.2. What do we get : - A.2.3. On the consultant side also : - No formal procedure exist if unknown technical problems occurs, leaving this to the contractor to solve this, in the given budget ! -No formal certificate is issued at the end of the job to the owner, mentioning : - if the repair job fulfil the owners expectation and if not why ! - if eventually known and accepted shortcomings do exist and why ! - what future maintenance should be done, eventually by taking in account the known shortcomings !

A.3. What do we get as a conclusion ! - Nearly 40 % failure on the first 5 year ! - Nearly 25 % failure on the first 10 year ! How is this possible, as we have in most of these cases, the knowledge, the technology, the products and the capable contractors to do a durable job ?

The conclusion could be that : If a concrete repair fails, the contractor will always be blamed for it, but in most of the cases the consultant did initiate it : 1.By not performing a formal diagnose of the repair job ! 2.By not giving a realistic cost base to the owner ! 3.By allowing to much technological freedom to the chosen contractor due to poorly written specification ! 4.By appointing the cheapest contractor without any other consideration on competencies (technological & practical) of workers/staff and on used repair products ( Agreements & CE marking) ! 5.By not issuing any follow up paper on maintenance advice to the owner, allowing him to assume his construction will be up for eternity! 6.By not incorporating an insurance cover, which will bring additional technological knowledge into the repair job on top of the cover itself which, if a later failure will be noticed, will allow a faster repair of it, without to have to wait when the Court decide in their places !

B. What changes should be implemented for the immediate future? 1.Consultants should be convinced/obliged to do a proper survey and diagnosis of the repair job and if technological needed, should convince owners to not only repair but also protect his construction ! 2.Consultants should provide this diagnosis to the contractor, prior to his tender ! 3.Consultants will only allow registered and certified repair contractors to do the job, using CE mark repair products, fit for the job to be done ! 4.Concrete repair job should fragmented in different sections and each of them should given an approval by the consultant, before next step is been 5.Consultants should issue an document at the end of the repair job, that it is execute according the initial specs and if not, why this is done and indicate maintenance advice for the owner ! 6.Consultants will have to convince the owner to incorporate an insurance cover !

C. What changes should be implemented on the long term ? Impose that all parties involved in such a concrete repair, had to fill full their obligations, and install ways to control this. This means for me the following steps : 1. That already when a new concrete construction is handle to the owner, the contractor has to compulsory provide a document wherein he mention when the necessary first survey of this construction should be done, so that the requested performance, expressed by the owner, is maintained. Eventually, this maintenance free period could also be insured by specialized insurance companies. Also, if any shortcoming is already known and is accepted by the owner, for whatever raisons (technically, weather conditions, time shortage, etc), this should be mentioned and shorter survey and maintenance period instructed.

C. What changes should be implemented on the long term ? 2. Survey and maintenance instruction follow up, by exterior surveyor, with written report and given instruction as what would eventually needed to be done and when next survey would be needed. A copy of this report, together with the proof of the eventually necessary maintenance work which is done, should be send to the insurance company, which is involved with this construction and they could extend their cover till the next survey. Eventually, if this suggested maintenance would not de done, the insurance cover could be stopped. 3. If any main extetic or structural repair should be done, based on this initial survey, a diagnostic investigation should be done, mentioning the raison of this failure and proposing to the owner the preferred solution, again based on owner’s expectation.

C. What changes should be implemented on the long term ? 4. The tender papers should be published, with the chosen repair solution, technically described, giving all diagnostic information available, requesting quotes from only registered and certified concrete repair contractors, working with also certified personnel. Certification should be done by the National Certification body, involved in the CE marks for concrete repair mortars. Logically, these contractors would only be using CE marked concrete repair product and, depending on the specifics of the repair itself, added performance criteria could be requested. The contractor work should be divided in different steps ( ex. cleaning and taking away old concrete, application mortar, application protecting coating ) and each step should be controlled be an exterior surveyor and this should be reported, before the next step could be executed.

C. What changes should be implemented on the long term ? 5. When the repair will be finished, as with a new construction, again surveyors maintenance period should mentioned in a compulsory document, with copy to the insurance company, if any, to maintain insurance cover. Now this may seems totally irrelevant in the building industry, but if “ total quality survey” has proven his need in the industry, Why can it not be implemented in the concrete repair business ?