Showing posts with label Project. Show all posts
Showing posts with label Project. Show all posts

Tuesday, December 21, 2010

Substitutability: there is no substitute for learning this wonky concept if you want your project to succeed

The debate we had on the HDI brought up the seemingly drop-dead boring jargon “substitutability.” Surprise! This actually turns out to be a USEFUL concept.

Consider two extremes in an everyday example.? For producing the output: “weird music that Bill listens to,” my iPod and my iPhone are perfect substitutes, so one is redundant for this purpose (forget about other purposes for now). For producing this same output, headphones and the iPod are NOT substitutes, they are BOTH required in the proportions: 1 set of headphones for every 1 iPod. So headphones and iPods have zero substitutability.

The exact opposite concept to substitutability is complementarity. Headphones and iPods are perfect complements (you can’t use one unit of either without one unit of the other). At the other extreme, iPods and iPhones have zero complementarity (you CAN use one without the other). This is just a description of technology as it is at the moment, that we might have to take as given (but maybe not, see below).

So why does this matter for, say, aid projects? Aid projects often run into trouble because one of the essential inputs (one of the “complements”) for the desired project output goes missing. So for example, the supply of clean water breaks down because one small part fails on the water pump at the well. None of the other components of the water supply are worth anything as long as the one part of the pump stays broken.

This is a common problem. Indeed, many disasters are caused by the failure of one (sometimes very small) complementary input, like the malfunctioning O-ring that caused the 1986 Challenger Shuttle explosion.

Yet the idea of complementary inputs over-predicts the likelihood of disaster – there are so many different parts that could fail, any one of which would be fatal, you would expect MOST Shuttles to fail. Or you would expect a lot more airline disasters than actually happen, since airplanes are subject to the same problem.

So why are more airplanes not falling out of the sky? Airplane designers do not passively accept perfect complements, they add many backup (redundant) systems in case one part fails. In other words, they deal with a complementary (essential) input by creating a perfect substitute for it in case it fails. I follow the same principle when I carry around both my iPod and my iPhone, to avoid the catastrophe in which the battery runs out on one and I can’t listen to my eccentric music.

The lesson for aid projects is to also build in redundancy for the essential complementary inputs. Make sure you have a good backup system of repairmen and spare parts in case the water pump breaks down. This seemingly obvious advice is often not followed–for example in Malawi, between 30 and 40 percent of all waterpoints don’t work.

Oh, and a final word on the HDI debate. Under their old method, UNDP assumed that inputs into the index (like income and life expectancy) were perfect substitutes, so the amount you have of one doesn’t affect the usefulness of the other. This means that even if, say, Zimbabwe has almost no income, it still gets some credit if life expectancy rises.

The new HDI method instead treats these inputs as complements, meaning that a missing input (or an income level very close to zero) would produce the catastrophe of zero overall human development, just as an iPhone with no headphones nets us no music at all.

In our critiques of the HDI, Martin Ravallion, Laura Freschi, and I thought this was way too extreme. People are resourceful enough to “produce” human development even if their income is extremely low, when they will find back-up substitutes for “low material income.”

And so, class, today’s lesson is: Aid project managers should imitate this resourcefulness. Whenever you get stuck by complements, look for substitutes.


?In fact, Michael Kremer used this as an analogy for development failures in his classic paper “The O-ring Theory of Economic Development

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Thursday, December 16, 2010

Analytical Study of Construction Project

Analytical Case study on a typical construction project from the Architectural Concept Design to the practical completion

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Preface

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The project is an extension to an international institution, funded by an overseas body of the same institution. The project is substantially completed and it is in the stage of defects liability period.

The project has undergone several problems occurred from the very inception to completion. Therefore, it is a project worth wile to be studied.

The problems are tried to be discussed at the places where they are described itself, under a sub topic named as the observations and conclusions of the author, rather than going to a discussion of important aspects at the end of the document.

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Pre Contract Phase One – Pre Design Stage and Out Line Design Proposals

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1.1 Project Description

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1.1.1. Scope of the Project

The scope of the project is a refurbishment to an existing building of an International Institution at Narahenpita. The scope consists of design and construction of an extension to the existing building and rectification and repainting of the existing building. The new building consisted of approximately 6,000 sq.m. and is almost equal to the size of the existing building. The anticipated project cost is twenty five million Rupees. The existing building is also designed be the same organization (CONSULTANT) 25 years ago.

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1.1.2. The client’s Brief and project approval process

The client is an Institute of Management and Accounting at Narahenpita and the head quarters of the organization is located in London. The clients brief consisted of an addition of a Study area, Administrative office area and an auditorium to the existing building. Access is to be provided from the existing building to the new one.

The design to be carried out to the British safety standards. The client had an international consultant and the designs done by the local consultant has to be gone through the international consultant and the clients head office at London and the approval to be obtained.

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1.1.3. Location and the Site

The site is located at Narahenpita and is adjacent to the existing building of the client. The land is a government land belongs to the carom players association. The land was leas hold for twenty five years by the client for the purpose of constructing the new building.

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1.2. Appointing Consultants

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1.2.1. Consulting Firm and other Consultants

The project has a history of starting with an international consultant who worked as the principal designer of the project. The design was finalised and as per the FIDICT conditions of contract as, as invariably recommended by the international consultant, tenders are called. The tender figures were found to be extremely high and the project was not feasible.

The project has to be re designed. The local consultant was then appointed as the principal designer and the international consultant was appointed as an organization to check the design and tenders. The contract was agreed to be done as per the ICTAD conditions of contract.

?The design was developed by the local consultant. Design Consortium LD and Archedium was appointed as the main consultant for the Concept Design and the organization has the capabilities to provide all the consortium services that include Structural, Electrical, Mechanical and Quantity Surveying services. The design team appointed included a structural engineer, mechanical and electrical engineer and a quantity surveyor. However, the Fire Services Department was appointed to provide the consulting services for design of fire protection and detection system.

CONSULTANT in writing informed the Fire Services Department, that they are the consultants of the project and they expect to get the consultancy services of the Fire Services Department to design the Fire protection and Detection System of this project. ( annexure 01)

The consultant had the capacity and experience to design the Fire Protection and Detection system by itself. However, because the clients higher concern on the fire protection and the standards of the system, it was decided to go to a specialist consultant.

At the confirmation by the Fire Services Department, that they can provide the requested services, the client organization in writing requested the Fire Services Department, to provide the fee quotation for their services. The received quotation was forwarded to CONSULTANT and CONSULTANT confirmed in writing that the quotation is reasonable and acceptable.

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Observations and Conclusions of the Author?????????????? ???????????????????????????????????

The contract formed with the Fire Services Department was a direct contract between the CLIENT and the Fire Services Department and there is no contractual obligation with the CONSULTANT. According to the conditions of engagement, the term governing this situation is – The architect shall be entitled to engage other consultants and shall be responsible to the client for their services. Where other consultants are engaged by client, the architect shall only responsible for coordination and integration of their services.

CONSULTANT has only approved the quotation provided by the Department of Fire Services and no addition of overheads is seen. The Fire Services Department is only being recommended by the CONSULTANT and CONSULTANT has not engaged their services. There is no contract formed with the CONSULTANT but it is a contract with the client. Therefore, there is no contractual responsibility on CONSULTANT for the Fire protection and Detection System of the building.

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Calculation of Professional Fees

The professional fees were calculated as recommended by the SLIA. The payments to be made several stages such as

1. Sketch design

2. Schematic design

3. Tender documentation

4. Tendering

5. Inspection and supervision

6. Post contract period

The quotation was sent to the head quarters of the clients’ organization in London and the international consultant for approval.

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1.3. Brief Formulation

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1.3.1. Inception

Part of the existing building is constructed on a raft and the other half is on piles. The reason for this design has been, the varying condition of earth. The depth to the bed rock at one side of the building is low that it is economical to construct on piles. At the other side of the building, the bed rock was deeper that 28 m that it has been economical to construct on a raft.

?The new building is to be constructed adjacent to the existing building and then to be connected together at each level.? However, the foundations of the existing building are recommended to be kept undisturbed.

Crack formations are noticed in the existing building and therefore the risk involved in the design of the new extension was high. Due to the construction of the new building, the existing structure cannot be disturbed.

The consultant has decided and informed the client to do the project in two stages. In the first stage, the addition – that is the construction of the new building – is done and in the second stage, the alterations to the existing building to be carried out. The new building is to be constructed totally on end baring concrete piles.

Observations and Conclusions of the Author????????????????????????????????????????????????????????

The recommendation for the foundation type was given by a consultant soil investigation company and therefore the consultants’ responsibility is reduced or partly transferred to another organization. However, special attention to be given before starting construction, to documentate and photograph the existing cracks.

The decision of the consultant to do the alterations to the existing building – that includes rectification of existing cracks – after the construction of the new building is a safer decision from the consultants’ side. Any effect to the existing cracks of the old building due to the construction of the new building that includes activities that generate vibrations such as pile socketing and Dynamic Load Testing of Piles are the be clearly visible. If the crack rectification is done before, reason for any redevelopment of cracks cannot be distinguished whether it is a defect of rectification or whether it is an effect of the new construction.

According to the contract, the Contractor has to documentate all the cracks that appear in the existing building, photograph them and then get signed by both the client and the consultant. Therefore, there was no need for the consultant to do a separate recording of the cracks for his justifications. However, in a situation where such recordings are not included in the scope of the contactor, the consultant should have to do an investigation of the cracks by himself.

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1.3.2. Conceptual Design Proposal

Conceptual design proposal was done by the consultant and was presented to the client organization for their comments. The proposal was send to the clients head office at London for their comments.

The conceptual design proposal was accepted by the client organization with comments. The design is to be revised to satisfy British safety standards. The revised design was presented to the client with a project plan up to tendering.

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2. Pre Contract Phase Two – Design development and Tender Procedure

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2.1. Design Development

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2.1.1. Site analysis and Outline Proposals

The site is a filled land that has originally being a marsh. Therefore, the baring capacity of the soil was poor. A soil test was carried out and the position of the bed rock was identified to be varying between 18 to 20m.

Designs done by CONSULTANT were sent to CLIENT Head Office, London and their consultant for comments. It was commented that the designs should be revised to the cost limits of the client.

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Observations and Conclusions of the Author?? ???????????????????????????????????????????????

A comprehensive site analysis has not been carried out prior to the outline proposals. The project is a good example to show how a project could suffer when the designers lightly consider the need of a proper site analysis.

The problematic things identified later are given below, which, if had identified at the bigining, lot of problems that occurred could have been avoided. (The problems occurred due to some of them are explained else ware in this document)

1. There were data cables, electrical cables and storm water drains running across the site.

2. A public sewer line is identified running across the site.

3. The access road to the site does not have public drains. The drains are available only along the Elvitigala Mawatha and the nearest manhole to which the storm water could be discharged was identified to be located 300m away from the site.

The storm water discharge system of the building was designed in a way that at the discharge point it is coupled with the existing system. After the construction of the system, it was identified that the existing system directly and illegally discharges storm water to the road.

No cost effective solution could be proposed to this problem. And the problem persists. Had it being investigated earlier, the problems could have been avoided by designing a system where the storm water is harvested or directed to a system soakage pit.

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2.1.2. Schematic design and statutory approvals

The schematic design was finalised and the approval was obtained from the client. Prior to the approval from CMC, the preliminary planning clearance has to be obtained from the UDA. To prepare this application Clearances from Ceylon Electricity Board, Water and drainage Clearances were to be obtained from relevant authorities. When it is applied for the drainage clearance, CMC informed the position of a 9” sewer line running across the site at a depth of 12’. 5’ minimum distance to be kept from the sewer line and the building and nothing can be built on the sewer line. (Annexure 09)

If the line were to be remained undisturbed, the design has to be changed. The design was continued assuming that the sewer line could be diverted, however, when it was discussed with the authorities of the Municipal Engineers Department, Water and Drainage Division – Maligakanda, it was noticed that the diversion of the sewer line is costly and takes time. Accordingly the design was revised to obtain the required distance from the sewer line.

After obtaining the Preliminary Planning Clearance from UDA, the design was to be submitted to the CMC. The building is an extension to an existing building, and therefore, the permit to be obtained as an extension and not as a new building. However, the old part of the building stands on the ground belongs to the client and the new construction is on a ground belongs to the government. The extension cannot be done unless the lands are amalgamated.

An amalgamated plan was done by a licensed surveyor. And the plan was submitted with the documentary evidences of the lease hold. The situation was discussed with the City Planning Division, Municipal Engineers Department, CMC and the amalgamation plan was approved.

Development permit was obtained from the CMC in August 2003 and it is well before the award of contract.

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Observations and Conclusions of the Author

The consultant was not been appointed before leas holding the land. If the consultant was appointed earlier, and the site was properly investigated, the identification of the public sewer would have been an important point that would have brought down the value of land and the lease hold value could have been brought down.

Prior to stat any design work Preliminary Planning Clearance would have been obtained. The consultant has gone to the extent of the schematic design before obtaining PPC and as a result the entire design had to be changed. The time and cost involvement had to be bared by the consultant.

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Tender Procedure

Tender Documentation

The consultant proposed to go for a closed tender. The type of contract is name as measure and pay fixed rate type of contract. The conditions of tender and the conditions of contract are derived from the ICTAD conditions of contract.

The consultant first proposed to go for two tenders and project was programmed accordingly– one tender for piling and another tender for the civil works. However, finally it was decided to make it one tender.

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Observations and Conclusions of the Author

There are advantages of breaking the tender into two. It is identified that the proposed contractors does not have the capacity to carryout piling works themselves. So that piling would be anyway, a sub contract. By separating the two, the overheads of the main contractor can be saved. The civil contract starts at the completion of piling and therefore, there will be no need of a payment of an attendance fee. Therefore there will be a considerable cost saving.

Preparation of tender documents for the civil contract can be done while piling is in progress and before completion of piling the tender can be awarded. Therefore, there will be a considerable time saving as well.

The disadvantage of going for two tenders is, the responsibility of the structure is then be distributed among two organizations that in case of a collapse or a damage of the structure or a damage or settlement of a neighbouring building, it is hard to identify the default party. The responsibility of the accuracy of the pile setting out becomes an additional responsibility to the consultant.

The insurance of the piling contractor has to cover not only the construction period of the piles but the total construction period plus one year. This large insurance costs to be ultimately born by the client. When the total insurance cost is considered – the sum of the piling contract and the civil contract – the insurance cost were lower in the case of going into a single contract.

The old building adjacent to the construction site got cracks appeared on it and therefore, there is a much danger that this building may get damaged due to vibrations and loading on the site. Therefore, the decision of making it one tender clearly distinguishes the liability of the contactor.

The consultant provided a list of short listed tenderers to the client that included four numbers of tenderers. The client approved the list of tendereds with a proposal to add two more tenderers to the list. The consultant then sent the tender document to the client for their comments.

Client provided their comments in the form of a report. There were two critical comments made by the client to which the consultant disagreed.

The client proposed whether it is possible to make the contractors pay VAT, instead of the client.

The client proposed whether it is possible to ask the tenderers to provide price breakdown detailed as costs of material, labour and overheads.

The consultant explained that it is the owners’ responsibility to pay any subsequent increase of tax imposed by the Government, and therefore it cannot be transferred to the contractors. Further, the Consultant explained that if the tenderers were asked to detail out their tenders to such an extent, no one will be interested in participating this tender.

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Tendering

The letter asking the interest to participate in the tender was sent to all the proposed tenderers, and two of tenderers replied that they are not interested to participate in the tender. Because the number of tenderers is inadequate, two new names were proposed.

Tenderers collected the tender documents. The pre bid meeting was held at the site. And the questions and clarifications raised by the tenderers were minuted and the minutes were copied to all the tenderers. Tenderers were allowed to send their quarries to the consultant and all the questions raised by tenderers were answered and copied to all.

Tenders were submitted to the consultants’ office. The tenders were collected and opened with the presence of the client, the consultants project director and the consultant quantity surveyor.

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Observations and Conclusions of the Author

It is important that a letter seeking the interest to participate in tender is sent and confirmation is ontained from the tenderers prior to the invitation to tender. Had the invitation to tender being sent indicating the availability of tender documents and time, there would be problems occurred if considerable number of tenderers do not participate, because the dates are being fixed, there would not be enough time to identify tenderers to fill the gap.

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Tender evaluation

The tenders are checked whether to be completed correctly and for arithmetic mistakes. The tender was evaluated not looking at the corrected tender figures. Fallowing aspects were also looked at.

cost plan

labour histogram

technical specifications

equipment available with the tenderer

All the tender figures are found to be too high for the clients’ budget. The clients budget was twenty million rupees and the received tender figures varied between thirty five million rupees to sixty million rupees. The reason for this higher bid values may be occurred due to the imposition of higher safety standards, specifications and restrictions by the client. Out of all the tenderers, two competitive bidders were selected using the above criteria. The tender negotiations were held with the two tenderers. In the negotiations, three things were looked at to bring the construction cost down.

possibility of the tenderer to bring down the rates, that are questionable to the consultant and thought to be comparatively too high

in case where the high rates involve consultants specifications, to check the possibility of changing the specifications and bring the rates down

to remove certain items from the main contract and the possibility to get it done through nominated sub contractors at a lower rate.

It was identified that this exercise alone would not bring down the construction cost to the level acceptable to the client. Therefore it is decided to remove certain items from the contract such as construction of water sump, water tank etc. The money for the construction of these are to be obtained from the amount of money to be released for the interior design of the building by the clients head office in London. New prices of the two tenderers were compared and from which, one tenderer was selected to award the contract.

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?Award of contract

The consultants recommendation was sent to the client with the comparison of two tenderers. The recommendation was accepted by the client and the Letter of Award was sent to the selected tendrderer.

The contractor had to mobilise using the letter of award as the legal document to start his work and the contract is to be signed afterwards.

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Post Contract Phase One – Contract Administration

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Monitoring, supervising and quality control

For the monitoring and supervision of work, a resident engineer is assigned to the site. Duty of the resident engineer was to ensure that the construction is carried out according to the provided drawings and specifications. The project architect and the engineers to visit the site fortnightly and the construction works and the progress were to be supervised.

Other than the resident engineer, the quality of work and the accuracy was ensured by making the contractor submit method statements prior to perches of material and starting work. For example, method statements are requested from the contractor for pile testing, pile hacking, water-proofing and anti-termite treatment.

For monitoring the construction quality, the contractor had to perform tests as specified in the contract document. Concrete cubes of the concrete of the piles were sent to the testing laboratories and results were obtained by the contractor. The test results of the pile concrete were found not to be satisfactory according to the consultant engineer. However, the contractor is not in agreement with the comment of the consultants. Therefore, an independent analysis report on pile concrete was obtained from a relevant professor of the University of Moratuwa. The report indicated that the quality of the concrete is sufficient to bare the load of the building.

Due to the independent analysis report, the piles were not considered as failed piles. There was no need to do extra piles. However the consultant engineer provided instructions to strengthen the tie beams on the pile foundations. The instructions were as per the recommendations by the independent analyst.

Tests on moisture content of timber, and tests to identify the type of timber were to be done by the contractor.

A sample submission list is included in the contract. The contractor has to submit a sample submission program to tally with his construction program. As per the sample submission program, the contractor has to submit samples. Approved samples to be fixed to a board and are to be displayed at site.

Wastage of material and time is minimised by the system of checking the samples before construction of them are done. For example the door frame sample submitted was rejected and it had to be resubmitted with required size, dimensions, level of workmanship and the material.

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Work programming (Contractual)

Contractor was requested to submit his work programme, prior to the commencement of work. The program was to be approved by the consultant. Secondly the contractor was to submit a detailed work program to tally with the submitted program. The project architect commented to the submitted programme and the detailed program was to be resubmitted with incorporated sub-contract programs of aluminium works and waterproofing works.

Monthly progress and programme and daily progress and programme to be submitted. The resident engineer checks these programs with the already given master program and the contractor is advised to increase labour capacity, equipments etc. to avoid delays and to catch up delays. The progress is always checked at the progress review meetings as a comparison to the master programme and further instructions are issued.

The contractor failed to start piling for approximately two months. The reason for the delay was the inability of the selected piling sub contractor to mobilise because the available piling machines were mobilised in other sites. The contractor did not request a time extension because he is confident that he could catch up the delays by increasing the labour and machinery.? Due to this, the submitted programme has to be amended and resubmitted. The resubmitted programme was checked by the project architect and was found to be incorrect. It was commented that the amount of work he has to perform at the last two month are increased far too much. The required labour is much large. The contractor has to adjust the programme according to the comments and had to be re submitted.

The project architect and the resident engineer identified that the resubmitted programme is impractical. This was communicated to the contractor but the contractor disagreed.

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Progress Meetings

Progress meetings to be held at site fortnightly with the participation of the contractor and his relevant staff, relevant subcontractors, Consultant site engineer, the project architect and the clients representatives. At the first meeting the client was asked to assign the clients project coordinator.

At the time the super structure of the building is started to construct, the client requested to hold the meetings weekly. CONSULTANT pointed out that there would be no enough progress to review weekly. Therefore, it was decided to hold a technical meeting fortnightly, to which the participation of the client is not essential.

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Observations and Conclusions of the Author

Assigning of the clients’ project coordinator is important to ensure that all the correspondences with the client happen clearly. Without a key person through whom all the correspondences go through, the communication with the clients organization will get mess up and no one can be held liable. Each party has to assign a person to handle correspondence.

The clients project coordinator would have been appointed at the early stages of the project where the consultant stats the design. However, at these stages the decisions were taken by the discussions of the entire building committee of the client organization.

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Commencement of work and setting up Bonds and Insurances

The contractor is expected to program his works prior to mobilising at site. At the progress review meeting no:1, contractor was asked to provide the fallowing documents within 14 days as per the agreement.

Performance bond

Contractors All Risk Policy

Workman Compensation

Advance Guarantee

Detailed Construction Program

VAT Registration Number

Site Organization chart

Labour Histogram

More over, the contractor was asked to attend to the followings prior to commencement of piling.

Service lines across the site – Electrical, Telecommunication, waste water – to be determined and shifted.

Demolition work program to be submitted and the demolition method statement to be submitted for consultants’ approval.

Water, Electricity and Telecommunication connections to be obtained to the site.

Photographic survey of all neighbouring buildings to be done and signed by all three parties.

Workmen Compensation Insurance Policy submitted was not accepted by the client and the consultant. It is identified that the policy should cover the consultants’ site staff and the visiting staff. The clients’ in-house staff, visiting staff and the expatriate staff should also be covered by the insurance as per the contract agreement. It was further noticed that the duration of the construction period should start from the date of the letter of award (Annexure 02). As per the recommendations the contractor resubmitted the insurance.

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Observations and Conclusions of the Author??

The advices given to locate the cables and pipes that run across the site is not in the contract but site being handed over to the contractor, he is liable for their protection. This instruction given on site enforces the contractors’ liability. However, this can identified as a mistake of the consultant who would have identified these and the ways of relocating would have been thought of at the early stages of the design.

The contract involves demolition of one existing part of the building. The existing building has already developed cracks on it. Therefore, it is critical that the protection of the existing building is ensured while demolition and piling works are on progress. The request of the demolition method statement is important that keeps the contractor liable to carryout the demolition works according to the approved standards.

However, the photographic survey would have been extended to include the situation of the existing building as well that clearly indicated if the existing cracks are affected by the demolition.

There is a public sewer line running across the site identified. Protection of which would be enforced. The position of the sewer line is given only approximately by the authorities and the contractor would have been asked to measure the actual distance between the line and the piles. There is a possibility of damaging the sewer line due to shoring and movement of earth, vibration due to pile socketing and Pile Dynamic Testing. Further, he would have been asked to locate the sewer line in the pile setting out drawing. However, no precautions on this regard can be seen to be taken by the consultant.

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Variations and extra work

Several extra works were done based on the requests made by the contractor and the recommendations of the project architect and consulting engineer.

The consulting engineer recommended that an anti-termite treatment is required to be carried out prior to the construction of super structure. The decision was taken after investigating the nature of the excavated soil by the structural engineer. Contractor is requested to provide a quotation and a method statement to do this treatment. The provided quotation is approved by the assigned quantity surveyor with deductions and the new rate was accepted by the contractor.

The client requested to have liquid soap dispensers and hand dryers to be installed in the toilets. The contractor is asked to provide a quotation for the installation of these. The quotation was revised by the consultant quantity surveyor and the revised quotation was accepted by the client and the contractor.

The construction of the sump and the water tank were items included in the tender document. However, in the adjustment of the tender figure to suit the clients budget, these items were removed from the contract considering the possibility of allocating money later. (As explained else ware in this document)

It is identified that to start the refurbishment of the existing building, the client has to move to the new building prior to the interior works commence. Although the building is completed, it cannot be functioned without water. Therefore the possibility to construct the sump and the water tank was rethought.

It is identified that the water tank being a structural element affecting the structure, the responsibility of it can be indistinguishably remained with the present contractor, if it is constructed by him. On the other hand, the cost of another contactor to mobilise at the site would be higher. Therefore, the contractor was asked to provide a quotation to perform this task.

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Observations and Conclusions of the Author

It is seen that at the tender stage, the contractor has already provided a quotation for construction of sump and the water tank. But they did not form a part of the signed contract. Therefore there is no contractual obligation formed between the client and the contractor to perform these tasks at the rates quoted. Due to these reasons, the contractor has the right to provide a new quotation that does not base on the quotations he has previously provided.

If the decision were taken to give the construction of the water tank and the sump to the present contractor, the client would have got it done at a lower rate.

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Delays and Time extensions

Two months delay of starting the piling work is noticed, the item delayed, being an important item lie in the critical path, the entire program was delayed. The contractor is asked to provide explanation for the delay in writing coupled with the new programme.

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Observations and Conclusions of the Author

The record and the request of the in writing explanation of the delay are important. In case the contractor fails to complete the building on time, this written information can be used as valuable evidence to support the investigation of the reasons for the delay of completion.

However, the contractor refrained from providing an explanation in writing but his explanation was incorporated to the minutes of progress review meetings. The architects comment that the reasons provided by the contractor are not contractual, was also recorded.

The contractor was continuously advised to increase the labour and management forces in the site. The instructions were fortnightly minuted and sent in writing as well. The delays were noticed in comparison to the original programme submitted by the contractor and are continuously minuted. When it is found out that the contractor has failed to maintain himself to the programme, he was in writing asked to submit a new programme. (annexure 03)

Before the date of completion the contractor was proposed that he could not complete the building on time, which the contractor refused. On the date of completion, the building was found to be not completed. The contractor has not requested an extension of time.

The contractor is officially informed that he has failed to complete the building and his bonds and insurances are to be extended. He was asked to submit a new programme to complete the building. (Annexure 05)

After this letter, at the progress review meeting the fact that the contractor has not requested a time extension was minuted. The contractor submitted his new program along with a request of time extension of 50 days. The insurances and bonds were extended.

It is identified that the reasons given by the contractor cannot be accepted fully. Therefore, the consultant in writing informed the contractor to submit details of the justification of the reasons for his failure to complete the building. (Annexure 06) The main reasons behind his argument are as fallows

The piling sub contractor did not mobilised causing a delay of two months.

This point is not contractual. The piling contractor is not a nominated sub contractor. The responsibility of the sub contractors works lie on the main contractor.

Due to rain, his works were affected causing a delay of fifteen days.

Rain cannot be considered as an unforeseen reason that causes delays. The weather conditions recorded by the consultant resident engineer do not show an unusual rainfall in during the year. Therefore the contractor was asked to submit his rainfall data. These to be compared with the consultant site engineers data and conclusion to be given.

Due to Tsunami for two weeks he lost labour on site.

However, the labour records do not support his argument. This is anyway, considered to be a valid point.

Due to the delays of client in supplying client supplied tiles and due to the clients delay in approving sanitary fitting samples, his works got delayed.

This also identified as a valid reason by the consultant and can be proved using the progress review meeting minutes.

After the submission of the details of the reasons for the request of time extension, the validity of the request was examined. The decision of the consultant on this matter is still pending.

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Payments to contractors

Contractor submits monthly progress bills. The progress is checked by the consultants’ resident engineer and the bill is checked by the consultants’ quantity surveyor. The revised payment certificates are sent to the client for his approval and to release the payments.

A progress bill of three million rupees was submitted by the contractor on 24th of March 2005. The bill is to be evaluated by the consultant prior to approval of the same. An on account payment of two million rupees was requested by the contactor giving the reason that he needs money to settle payments to the workers for the New Year.

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Observations and Conclusions of the Author

This payment was requested, was to be deducted from the last payment. In this case the consultant had to look at few more aspects.

what is the possible delay that could be occurred because the contractor had not performed as per the programme

What would be the maximum penalty he would under go, when he fails to complete the building on the scheduled date.

Will the amount of money retained (after the release of the on account payment) and the performance bond is sufficient to cover the penalty and the released payment.

Considering this important factor, only a part of the on account payment requested was released. The client was recommended to make the payment (annexure 04)

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Practical completion and the relevant certificate

The contractor promised to substantially complete the building with a delay of two months. The consultant resident engineer was advised to prepare the defects list early so that the contractor can attend to the rectification of defects early.

The consultant was informed by the client that he wishes to hand over the building on such a date. The site was inspected by the consultant and found that the building is not yet completed to an acceptable level. The contractor was officially informed that the consultant could not accept the submission. (Annexure 07)

In one week’s time, the contractor was able to complete the building and the building was handed over to the client after a joint inspection of the building by the client and the consultant. The inventory of defects and items were made and handed over to the client. The certificate of practical completion was issued to the contractor.

After the completion of the building, for the client to obtain the COC, a set of as built drawings, clearances and test results to be obtained from the contractor. This was officially informed to the contractor by the consultant (Annexure 08)

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4. Post Contract Phase Two – Maintenance and Final Completion

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4.1 Liquidated Damages

The client was conscious, what are the penalties that could be imposed on the contractor. The client officially requested consultant to advise them in this regard. The consultant in writing explained to the client that according to the contract penalty for a day is 19,125.00/- and the delay is to be still calculated. However, on assumption that an extension of 52 days is given to the contractor, the total delay being 142 days, LD could be imposed to the rest 90 days. Therefore the total value recoverable as penalty is Rs. 1,5000,000/-.

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4.2 Performance bond and maintenance.

The performance bond is to be retained till the end of the maintenance period. During this period, the defects occur in the building to be rectified by the contractor. There are several minor incidents noticed including burning of a fan, blocking of gullies and these were immediately rectified by the contractor as officially informed by the consultant.

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Conclusion

The project is special due to three important aspects that rarely occur in a construction project. Firstly, it is the nomination of another consultant to supervise the works of a consultant. This is not a common practice to Sri Lanka, however, it is interesting to see that the international community tends to look at the agreement between the client and the consultant as a contract agreement and use the term ‘contractor’ to refer to the consultant as well. It is important to note how a consultant should react in this kind of a situation and safe guard himself without falling into trouble.

Secondly, the delays of the project started to occur at the very beginning. The client continuously asked the consultant, what are the actions the consultant could take and what are his powers. It clearly displayed that other than imposing liquidated damages at the end of the project, the only action the consultant can take in this regard is writing letters. It displayed the importance to re look at the definition of the consultants’ role in a contract in the standard contract agreements.

The project displayed the importance of a good site analysis and a through site investigation prior to start any design. Number of problems occurred during the project (explained else ware in this document) would have been avoided by this.

However, the imposition of penalties and the Arguments and justifications made on the same too will be an interesting event that is yet to occur in near future.

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Tuesday, December 7, 2010

Project Management for Construction Industry FROM POME BY GAUTAM KOPPALA VT

Project Management for Construction Industry

?Various specialists such as planners, architects, engineering designers, constructors, fabricators, material suppliers, financial analysts and others are part of the construction industry projects. To be sure, each specialty has made important advances in developing new techniques and tools for efficient implementation of construction projects. However, it is through the understanding of the entire process of project management that these specialists can respond more effectively to the owner’s desires for their services, in marketing their specialties, and in improving the productivity and quality of their work.

Owner wants to achieve best value for their investment

Contractors desire to bid low enough to win but high enough to realize profit on investment

Workers hope to achieve better living standards and working conditions

Architect and Engineers are not directly associated with the above groups

Professional achievement more attractive

?The Project Life Cycle

From the perspective of an owner, the project life cycle for a constructed facility may be illustrated schematically in the below Figure. Essentially, a project is conceived to meet market demands or needs in a timely fashion. Various possibilities may be considered in the conceptual planning stage, and the technological and economic feasibility reports (TEFR) of each alternative will be assessed and compared in order to select the best possible project. The financing schemes for the proposed alternatives must also be examined, and the project will be programmed with respect to the timing for its completion and for available cash flows. After the scope of the project is clearly defined, detailed engineering design will provide the blueprint for construction, and the definitive cost estimate will serve as the baseline for cost control. In the procurement and construction stage, the delivery of materials and the erection of the project on site must be carefully planned and controlled. After the construction is completed, there is usually a brief period of start-up or shake-down of the constructed facility when it is first occupied. Finally, the management of the facility is turned over to the owner for full occupancy until the facility lives out its useful life and is designated for demolition or conversion.

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Of course, the stages of development in the above Figure may not be strictly sequential. Some of the stages require iteration, and others may be carried out in parallel or with overlapping time frames, depending on the nature, size and urgency of the project. Furthermore, an owner may have in-house capacities to handle the work in every stage of the entire process, or it may seek professional advice and services for the work in all stages. Understandably, most Clients choose to handle some of the work in-house and to contract outside professional services for other components of the work as needed. By examining the project life cycle from an owner’s perspective we can focus on the proper roles of various activities and participants in all stages regardless of the contractual arrangements for different types of work.

Conceptual Planning and Feasibility Studies

Forecast Future Demand
Location
Availability of Resources
Accessibility to transportation
Political and Institutional Factors
Sociological and Economic Impact on Community
Environmental Impact
Overall Technical and Economic
Feasibility

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Engineering and Design

Architectural concepts
Evaluation of technological process alternatives
Size and capacity of facility
Comparative economic studies
Reviews by regulatory bodies for compliance
Zoning regulations
Building codes
Licensing procedures
Safety standards
Environmental impact
Public Hearing
Funding cycles in Legislative and Executive Bodies

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Procurement and Construction

Process whereby the Designer’s Plans and Specifications are converted into Physical Structures and Facilities

Services
Equipment
Materials
Co-ordination of all resources to complete the project
On Schedule
Within Budget
According to Specified Standard of Quality and Performance

Start-up and Implementation

Testing of Components
Warranty Period

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Operation and Maintenance Utilization

Regular Maintenance of Facilities

?The project life cycle in construction industry process is often very complex; however, it can be decomposed into several stages as indicated by the general outline in the above figure. The solutions at various stages are then integrated to obtain the final outcome. Although each stage requires different expertise, it usually includes both technical and managerial activities in the knowledge domain of the specialist. The owner may choose to decompose the entire process into more or less stages based on the size and nature of the project, and thus obtain the most efficient result in implementation. Very often, the owner retains direct control of work in the planning and programming stages, but increasingly outside planners and financial experts are used as consultants because of the complexities of projects. Since operation and maintenance of a facility will go on long after the completion and acceptance of a project, it is usually treated as a separate problem except in the consideration of the life cycle cost of a facility. All stages from conceptual planning and feasibility studies to the acceptance of a facility for occupancy may be broadly lumped together and referred to as the Design/Construct process, while the procurement and construction alone are traditionally regarded as the province of the construction industry.

Clients must recognize that there is no single best approach in organizing project management throughout a project’s life cycle. All organizational approaches have advantages and disadvantages, depending on the knowledge of the owner in construction management as well as the type, size and location of the project. It is important for the owner to be aware of the approach which is most appropriate and beneficial for a particular project. In making choices, Clients should be concerned with the life cycle costs of constructed facilities rather than simply the initial construction costs. Saving small amounts of money during construction may not be worthwhile if the result is much larger operating costs or not meeting the functional requirements for the new facility satisfactorily. Thus, Clients must be very concerned with the quality of the finished product as well as the cost of construction itself. Since facility operation and maintenance is a part of the project life cycle, the End Users’ expectation to satisfy investment objectives during the project life cycle will require consideration of the cost of operation and maintenance. Therefore, the facility’s operating management should also be considered as early as possible, just as the construction process should be kept in mind at the early stages of planning and programming.

Elements of a Construction Contract

Contract Documents
Architect
Owner
Contractor
Subcontractors
Work by Owner or by Separate Contractors
Time of Completion and Extension of Time
Progress and Final Payments
Substantial Completion
Insurance
Changes in the Work
Uncovering and Correction of Work
Termination of Contract

Major Types of Construction:

In planning for various types of construction, the methods of procuring professional services, awarding construction contracts, and financing the constructed facility can be quite different. For the purpose of discussion, the broad spectrum of constructed facilities may be classified into four major categories, each with its own characteristics.

Residential Housing Construction

Residential housing construction includes single-family houses, multi-family dwellings, and high-rise apartments. During the development and construction of such projects, the developers or sponsors who are familiar with the construction industry usually serve as surrogate Clients and take charge, making necessary contractual agreements for design and construction, and arranging the financing and sale of the completed structures. Residential housing designs are usually performed by architects and engineers, and the construction executed by builders who hire subcontractors for the structural, mechanical, electrical and other specialty work. An exception to this pattern is for single-family houses which may be designed by the builders as well.

The residential housing market is heavily affected by general economic conditions, tax laws, and the monetary and fiscal policies of the government. Often, a slight increase in total demand will cause a substantial investment in construction, since many housing projects can be started at different locations by different individuals and developers at the same time. Because of the relative ease of entry, at least at the lower end of the market, many new builders are attracted to the residential housing construction. Hence, this market is highly competitive, with potentially high risks as well as high rewards.

Institutional and Commercial Building Construction

Institutional and commercial building construction encompasses a great variety of project types and sizes, such as schools and universities, medical clinics and hospitals, recreational facilities and sports stadiums, retail chain stores and large shopping centers, warehouses and light manufacturing plants, and skyscrapers for offices and hotels. The Clients of such buildings may or may not be familiar with construction industry practices, but they usually are able to select competent professional consultants and arrange the financing of the constructed facilities themselves. Specialty architects and engineers are often engaged for designing a specific type of building, while the builders or general contractors undertaking such projects may also be specialized in only that type of building.

Because of the higher costs and greater sophistication of institutional and commercial buildings in comparison with residential housing, this market segment is shared by fewer competitors. Since the construction of some of these buildings is a long process which once started will take some time to proceed until completion, the demand is less sensitive to general economic conditions than that for speculative housing. Consequently, the Clients may confront an oligopoly of general contractors who compete in the same market. In an oligopoly situation, only a limited number of competitors exist, and a firm’s price for services may be based in part on its competitive strategies in the local market.

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Specialized Industrial Construction

Specialized industrial construction usually involves very large scale projects with a high degree of technological complexity, such as oil refineries, steel mills, chemical processing plants and coal-fired or nuclear power plants. The Clients usually are deeply involved in the development of a project, and prefer to work with designers-builders such that the total time for the completion of the project can be shortened. They also want to pick a team of designers and builders with whom the owner has developed good working relations over the years.

Although the initiation of such projects is also affected by the state of the economy, long range demand forecasting is the most important factor since such projects is capital intensive and require considerable amount of planning and construction time. Governmental regulation such as the rulings of the Environmental Protection Agency and the Nuclear Regulatory Commission and other agencies need to be complied.

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Infrastructure and Heavy Construction

Infrastructure and heavy construction includes projects such as highways, mass transit systems, tunnels, bridges, pipelines, drainage systems and sewage treatment plants. Most of these projects are publicly owned and therefore financed either through bonds or taxes. This category of construction is characterized by a high degree of mechanization, which has gradually replaced some labor intensive operations.

The engineers and builders engaged in infrastructure construction are usually highly specialized since each segment of the market requires different types of skills. However, demands for different segments of infrastructure and heavy construction may shift with saturation in some segments. For example, as the available highway construction projects are declining, some heavy construction contractors quickly move their work force and equipment into the field of mining where jobs are available.

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Selection of Professional Services

When an owner decides to seek professional services for the design and construction of a facility, he is confronted with a broad variety of choices. The type of services selected depends to a large degree on the type of construction and the experience of the owner in dealing with various professionals in the previous projects undertaken by the firm. Generally, several common types of professional services may be engaged either separately or in some combination by the End Users.

Financial Planning Consultants

At the early stage of strategic planning for a capital project, an owner often seeks the services of financial planning consultants such as certified public accounting (CPA) firms to evaluate the economic and financial feasibility( EFF) of the constructed facility, particularly with respect to various provisions of central, state and local tax laws which may affect the investment decision. Investment banks may also be consulted on various options for financing the facility in order to analyze their long-term effects on the financial health of the owner organization.

Architectural and Engineering Firms (Designing Consultants)

Traditionally, the owner engages an architectural and engineering (A/E) firm or consortium as technical consultant in developing a preliminary design. After the engineering design and financing arrangements for the project are completed, the owner will enter into a construction contract with a general contractor either through competitive bidding or negotiation. The general contractor will act as a constructor and/or a coordinator of a large number of subcontractors who perform various specialties for the completion of the project. The A/E firm completes the design and may also provide on site quality inspection during construction. Thus, the A/E firm acts as the prime professional on behalf of the owner and supervises the construction to insure satisfactory results. This practice is most common in building construction.

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In the past two decades, this traditional approach has become less popular for a number of reasons, particularly for large scale projects. The A/E firms, which are engaged by the owner as the prime professionals for design and inspection, have become more isolated from the construction process. This has occurred because of pressures to reduce fees to A/E firms, the threat of litigation regarding construction defects, and lack of knowledge of new construction techniques on the part of architect and engineering professionals. Instead of preparing a construction plan along with the design, many A/E firms are no longer responsible for the details of construction nor do they provide periodic field inspection in many cases. As a matter of fact, such firms will place a prominent disclaimer of responsibilities on any shop drawings they may check, and they will often regard their representatives in the field as observers instead of inspectors. Thus, the A/E firm and the general contractor on a project often become antagonists who are looking after their own competing interests. As a result, even the constructability of some engineering designs may become an issue of contention. To carry this protective attitude to the extreme, the specifications prepared by an A/E firm for the general contractor often protects the interest of the A/E firm at the expense of the interests of the owner and the contractor.

In order to reduce the cost of construction, some Clients introduce value engineering, which seeks to reduce the cost of construction by soliciting a second design that might cost less than the original design produced by the A/E firm. In practice, the second design is submitted by the contractor after receiving a construction contract at a stipulated sum, and the saving in cost resulting from the redesign is shared by the contractor and the owner. The contractor is able to absorb the cost of redesign from the profit in construction or to reduce the construction cost as a result of the re-design. If the owner had been willing to pay a higher fee to the A/E firm or to better direct the design process, the A/E firm might have produced an improved design which would cost less in the first place. Regardless of the merit of value engineering, this practice has undermined the role of the A/E firm as the prime professional acting on behalf of the owner to supervise the contractor.

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Design/Construct Firms

A common trend in industrial construction, particularly for large projects, is to engage the services of a design/construct firm. By integrating design and construction management in a single organization, many of the conflicts between designers and constructors might be avoided. In particular, designs will be closely scrutinized for their constructability. However, an owner engaging a design/construct firm must insure that the quality of the constructed facility is not sacrificed by the desire to reduce the time or the cost for completing the project. Also, it is difficult to make use of competitive bidding in this type of design/construct process. As a result, Clients must be relatively sophisticated in negotiating realistic and cost-effective construction contracts.

One of the most obvious advantages of the integrated design/construct process is the use of phased construction for a large project. In this process, the project is divided up into several phases, each of which can be designed and constructed in a staggered manner. After the completion of the design of the first phase, construction can begin without waiting for the completion of the design of the second phase, etc. If proper coordination is exercised. the total project duration can be greatly reduced. Another advantage is to exploit the possibility of using the turnkey approach whereby an owner can delegate all responsibility to the design/construct firm which will deliver to the owner a completed facility that meets the performance specifications at the specified price.

DESIGN TEAM CONSISTS OF:

Architect
Interior Designer
Landscape Architect
Civil Engineer
Environmental Engineer
Electrical Engineer
Mechanical Engineer
Chemical Engineer
Geologist
Environmental Scientist
Economist

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Professional Construction Managers

In recent years, a new breed of construction managers (CM) offers professional services from the inception to the completion of a construction project. These construction managers mostly come from the ranks of A/E firms or general contractors who may or may not retain dual roles in the service of the End Users. In any case, the owner can rely on the service of a single prime professional to manage the entire process of a construction project. However, like the A/E firms of several decades ago, the construction managers are appreciated by some Clients but not by others. Before long, some Clients find that the construction managers too may try to protect their own interest instead of that of the Clients when the stakes are high.

Without mutual respect and trust, an owner cannot expect that construction managers can produce better results than other professionals. Hence, an owner must understand its own responsibility and the risk it wishes to assign to itself and to other participants in the process.

Operation and Maintenance Managers

Although many Clients keep a permanent staff for the operation and maintenance of constructed facilities, others may prefer to contract such tasks to professional managers. Understandably, it is common to find in-house staff for operation and maintenance in specialized industrial plants and infrastructure facilities, and the use of outside managers under contracts for the operation and maintenance of rental properties such as apartments and office buildings. However, there are exceptions to these common practices. For example, maintenance of public roadways can be contracted to private firms. In any case, managers can provide a spectrum of operation and maintenance services for a specified time period in accordance to the terms of contractual agreements. Thus, the Clients can be spared the provision of in-house expertise to operate and maintain the facilities.

Facilities Management

As a logical extension for obtaining the best services throughout the project life cycle of a constructed facility, some Clients and developers are receptive to adding strategic planning at the beginning and facility maintenance as a follow-up to reduce space-related costs in their real estate holdings. Consequently, some architectural/engineering firms and construction management firms with computer-based expertise, together with interior design firms, are offering such front-end and follow-up services in addition to the more traditional services in design and construction.

Facilities management is the discipline of planning, designing, constructing and managing space — in every type of structure from office buildings to process plants. It involves developing corporate facilities policy, long-range forecasts, real estate, space inventories, projects (through design, construction and renovation), building operation and maintenance plans and furniture and equipment inventories.

Construction Contractors:

Builders who supervise the execution of construction projects are traditionally referred to as contractors, or more appropriately called constructors. The general contractor coordinates various tasks for a project while the specialty contractors such as mechanical, electrical, plumbing (MEP) contractors perform the work in their specialties. Material and equipment suppliers often act as installation contractors; they play a significant role in a construction project since the conditions of delivery of materials and equipment affect the quality, cost, and timely completion of the project. It is essential to understand the operation of these contractors in order to deal with them effectively.

General Contractors

The function of a general contractor is to coordinate all tasks in a construction project. Unless the owner performs this function or engages a professional construction manager to do so, a good general contractor who has worked with a team of superintendents, specialty contractors or subcontractors together for a number of projects in the past can be most effective in inspiring loyalty and cooperation. The general contractor is also knowledgeable about the labor force employed in construction.

Specialty Contractors

Specialty contractors include mechanical, electrical, foundation, excavation, and demolition contractors among others. They usually serve as subcontractors to the general contractor of a project.

Material and Equipment Suppliers

Major material suppliers include specialty contractors in structural steel fabrication and erection, sheet metal, ready mixed concrete delivery, reinforcing steel bar detailers, roofing, glazing etc. Major equipment suppliers for industrial construction include manufacturers of generators, boilers and piping and other equipment. Many suppliers handle on-site installation to insure that the requirements and contractual specifications are met. As more and larger structural units are prefabricated off-site, the distribution between specialty contractors and material suppliers becomes even less obvious.

CONSTRUCTION TEAM CONSISTS OF:

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General Contractor
Land Surveyor
Formwork Carpenters
Steel Fabricators
Concreters
Bricklayers
Plant and Equipment Operators
Specialist subcontractors
Suppliers

Financing of Constructed Facilities:

A major construction project requires an enormous amount of capital that is often supplied by lenders who want to be assured that the project will offer a fair return on the investment. The direct costs associated with a major construction project may be broadly classified into two categories:

(1) The construction expenses paid to the general contractor for erecting the facility on site and

(2) the expenses for land acquisition, legal fees, architect/engineer fees, construction management fees, interest on construction loans and the opportunity cost of carrying empty space in the facility until it is fully occupied.

The direct construction costs in the first category represent approximately 60 to 80 percent of the total costs in most construction projects. Since the costs of construction are ultimately borne by the owner, careful financial planning for the facility must be made prior to construction.

Construction Financing

Construction loans to contractors are usually provided by banks or savings and loan associations for construction financing. Upon the completion of the facility, construction loans will be terminated and the post-construction facility financing will be arranged by the owner.

Construction loans provided for different types of construction vary. In the case of residential housing, construction loans and long-term mortgages can be obtained from savings and loans associations or commercial banks. For institutional and commercial buildings, construction loans are usually obtained from commercial banks. Since the value of specialized industrial buildings as collateral for loans is limited, construction loans in this domain are rare, and construction financing can be done from the pool of general corporate funds. For infrastructure construction owned by government, the property cannot be used as security for a private loan, but there are many possible ways to finance the construction, such as general appropriation from taxation or special bonds issued for the project.

Traditionally, banks serve as construction lenders in a three-party agreement among the contractor, the owner and the bank. The stipulated loan will be paid to the contractor on an agreed schedule upon the verification of completion of various portions of the project. Generally, a payment request together with a standard progress report will be submitted each month by the contractor to the owner which in turn submits a draw request to the bank. Provided that the work to date has been performed satisfactorily, the disbursement is made on that basis during the construction period. Under such circumstances, the bank has been primarily concerned with the completion of the facility on time and within the budget. The economic life of the facility after its completion is not a concern because of the transfer of risk to the owner or an institutional lender.

Facility Financing

Many private corporations maintain a pool of general funds resulting from retained earnings and long-term borrowing on the strength of corporate assets, which can be used for facility financing. Similarly, for public agencies, the long-term funding may be obtained from the commitment of general tax revenues from the central, state and/or local governments. Both private corporations and public agencies may issue special bonds for the constructed facilities which may obtain lower interest rates than other forms of borrowing. Short-term borrowing may also be used for bridging the gaps in long-term financing. Some corporate bonds are convertible to stocks under circumstances specified in the bond agreement. For public facilities, the assessment of user fees to repay the bond funds merits consideration for certain types of facilities such as toll roads and sewage treatment plants. The use of mortgages is primarily confined to rental properties such as apartments and office buildings.

For international projects, the currency used for financing agreements becomes important.? If financial agreements are written in terms of local currencies, then fluctuations in the currency exchange rate can significantly affect the cost and ultimately profit of a project.? In some cases, payments might also be made in particular commodities such as petroleum or the output from the facility itself. ? Again, these arrangements result in greater uncertainty in the financing scheme because the price of these commodities may vary. Please refer to the chapter Exchange rates which had focused on this type of aspects.

Contractor Financed Projects

Increasingly, some Clients look to contractors or joint ventures as a resource to design, to build and to finance a constructed facility. For example, a utility company may seek a consortium consisting of a design/construct firm and a financial investment firm to assume total liability during construction and thereby eliminate the risks of cost escalation to ratepayers, stockholders and the management. On the other hand, a local sanitation district may seek such a consortium to provide private ownership for a proposed new sewage treatment plant. In the former case, the owner may take over the completed facility and service the debt on construction through long-term financing arrangements; in the latter case, the private owner may operate the completed facility and recover its investment through user fees. The activities of joint ventures among design, construction and investment firms are sometimes referred to as financial engineering.

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Construction Contracts American Institute of Architects Documents

A101Standard Form of Agreement between Owner

and Contractor – Stipulated Sum

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A111Standard Form of Agreement between Owner

and Contractor – Cost of the Work Plus a Fee

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A201 General Conditions of the Contract for Construction

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B141 Standard form of Agreement between Owner

and Architect

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A132 Performance Bond and Payment Bond

Offshore Platforms – Construction Fangle:

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An oil or gas platform is always under the constant strain of nature, from raging storms to calm weather. The corrosive effect of the constant salt spray eventually takes its toll on even the most heavily protected oil rig. The production facilities piping and valves degrade a lot faster than they would on the mainland and the structural integrity is constantly being monitored for critical weaknesses. In addition a watchful owner of an oil / gas platform may consider it a wise investment to upgrade their platforms effectiveness. This could mean the oil production system, structure or accommodation requires new parts and modifications to be made.

In the 1970s and 1980s oil platforms tended to have offshore construction workers on board as part of the core crew entity. Unfortunately cost cutting measures and health and safety policies have meant almost all rigs only keep a select few construction crew members on board nowadays. However it has meant that when a new upgrade / replacement system of parts is needed the whole platform conducts what is known as a ‘Shutdown.’ Oil / Gas production ceases during this period, although pre-shutdown work may mean work is carried out on a ‘live’ platform. This is usually setting up areas with equipment and transporting new parts to where they’ll be worked on during the shutdown. Whole armies of construction workers are called for during a shutdown and as many as 200 or more workers may be on a rig during this time. As the work is now project-based it can mean a steady flow of work during the peak seasons of late spring, summer to early winter. A typical shutdown on a platform may be as short as a week or as long as a month or more, consisting of several trips to the same oil rig.

Offshore platform construction crews are a pretty mixed bunch although in some parts of the world certain regions tend to specialize in working in the offshore industry. An example of this is in the Bombay High? where a majority tend to be from the north of Maharashtra and Gujarat sates of India.

The offshore construction crews are usually time-served tradesmen (five years or more) and to actually get work in the offshore sector you almost always need to know someone who is ‘on the inside’ so to speak. It can be a case of ‘not what you know but who you know.’ This term is often bandied about the platforms.
Construction folk are generally a rough and ready bunch and can tend to form a ‘guild’ of sorts when they all come together on an oil or gas platform. The platers, riggers, pipefitters and welders often have to work very closely together as jobs that need doing may require a degree of coordination to be successful. A perfect example of this is a large pipe (called a spool in offshore speak) that needs installing. It may well require scaffolders to erect scaffold, riggers to transport and lift it into position, pipefitters to install the spool and then welders to weld it in place. Afterwards an inspector (who may use rope access techniques) will inspect the weld for deficiencies.

It would be unfair to not mention the Deck Crew, although they are not usually contract workers (they tend to core crew) they are construction / support workers in principle. They are the crane operators, slinger / banksmen and helideck crews. These workers are essential to bringing aboard fresh supplies and materials essential to an offshore platforms continuing operation. The cooks and stewards who see to the nourishment and cleanliness on board are also vital to continuing operations on board a platform.

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Lean Construction:

“Lean manufacturing” had a revolutionary effect on many industries, especially automotive assembly companies. Characteristics of this approach include:

Improvement in quality and reduction of waste everywhere. Rather than increasing costs, reducing defects and waste proved to improve quality and reduce costs.
Empowering workers to be responsible for satisfying customer needs. In construction, for example, craftsman should make sure their work satisfied the design intent.
Continuous improvement of processes involving the entire workforce.

Lean construction is intended to spread these practices within the construction industry. Of course, well managed construction projects already have many aspects of lean construction. For example, just-in-time delivery of materials is commonplace to avoid the waste of large inventory stockpiles. Green building projects attempt to re-use or recycle all construction wastes. But the systematic attention to continuous improvement and zero accidents and defects is new.

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Professional Construction Management

Professional construction management refers to a project management team consisting of a professional construction manager and other participants who will carry out the tasks of project planning, design and construction in an integrated manner. Contractual relationships among members of the team are intended to minimize adversarial relationships and contribute to greater response within the management group.

A professional construction manager is a firm specialized in the practice of professional construction management which includes:

Work with owner and the A/E firms from the beginning and make recommendations on design improvements, construction technology, schedules and construction economy.
Propose design and construction alternatives if appropriate, and analyze the effects of the alternatives on the project cost and schedule.
Monitor subsequent development of the project in order that these targets are not exceeded without the knowledge of the owner.
Coordinate procurement of material and equipment and the work of all construction contractors, and monthly payments to contractors, changes, claims and inspection for conforming design requirements.
Perform other project related services as required by End Users.

Professional construction management is usually used when a project is very large or complex.

The organizational features that are characteristics of mega-projects can be summarized as follows:

The overall organizational approach for the project will change as the project advances. The “functional” organization may change to a “matrix” which may change to a “project” organization (not necessarily in this order).
Within the overall organization, there will probably be functional, project, and matrix sub organizations all at the same time. This feature greatly complicates the theory and the practice of management, yet is essential for overall cost effectiveness.
Successful giant, complex organizations usually have a strong matrix-type sub organization at the level where basic cost and schedule control responsibility is assigned. This sub organization is referred to as a “cost center” or as a “project” and is headed by a project manager. The cost center matrix may have participants assigned from many different functional groups. In turn, these functional groups may have technical reporting responsibilities to several different and higher tiers in the organization. The key to a cost effective effort is the development of this project sub organization into a single team under the leadership of a strong project manager.
The extent to which decision-making will be centralized or decentralized is crucial to the organization of the mega-project.

Consequently, it is important to recognize the changing nature of the organizational structure as a project is carried out in various stages.

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Owner-Builder Operation

In this approach an owner must have a steady flow of on-going projects in order to maintain a large work force for in-house operation. However, the owner may choose to subcontract a substantial portion of the project to outside consultants and contractors for both design and construction, even though it retains centralized decision making to integrate all efforts in project implementation.

Turnkey Operation

Some Clients wish to delegate all responsibilities of design and construction to outside consultants in a turnkey project arrangement. A contractor agrees to provide the completed facility on the basis of performance specifications set forth by the owner. The contractor may even assume the responsibility of operating the project if the owner so desires. In order for a turnkey operation to succeed, the owner must be able to provide a set of unambiguous performance specifications to the contractor and must have complete confidence in the capability of the contractor to carry out the mission.

This approach is the direct opposite of the owner-builder approach in which the owner wishes to retain the maximum amount of control for the design-construction process.

The Design and Construction Process

Design and Construction as an Integrated System

In the planning of facilities, it is important to recognize the close relationship between design and construction. These processes can best be viewed as an integrated system. Broadly speaking, design is a process of creating the description of a new facility, usually represented by detailed plans and specifications; construction planning is a process of identifying activities and resources required to make the design a physical reality. Hence, construction is the implementation of a design envisioned by architects and engineers. In both design and construction, numerous operational tasks must be performed with a variety of precedence and other relationships among the different tasks.

Several characteristics are unique to the planning of constructed facilities and should be kept in mind even at the very early stage of the project life cycle. These include the following:

Nearly every facility is custom designed and constructed, and often requires a long time to complete.
Both the design and construction of a facility must satisfy the conditions peculiar to a specific site.
Because each project is site specific, its execution is influenced by natural, social and other locational conditions such as weather, labor supply, local building codes, etc.
Since the service life of a facility is long, the anticipation of future requirements is inherently difficult.
Because of technological complexity and market demands, changes of design plans during construction are not uncommon.

In an integrated system, the planning for both design and construction can proceed almost simultaneously, examining various alternatives which are desirable from both viewpoints and thus eliminating the necessity of extensive revisions under the guise of value engineering. Furthermore, the review of designs with regard to their constructability can be carried out as the project progresses from planning to design. For example, if the sequence of assembly of a structure and the critical loadings on the partially assembled structure during construction are carefully considered as a part of the overall structural design, the impacts of the design on construction false work and on assembly details can be anticipated. However, if the design professionals are expected to assume such responsibilities, they must be rewarded for sharing the risks as well as for undertaking these additional tasks. Similarly, when construction contractors are expected to take over the responsibilities of engineers, such as devising a very elaborate scheme to erect an unconventional structure, they too must be rewarded accordingly. As long as the owner does not assume the responsibility for resolving this risk-reward dilemma, the concept of a truly integrated system for design and construction cannot be realized.

Responsibility for Shop Drawings

The willingness to assume responsibilities does not come easily from any party in the current litigious climate of the construction industry in the United States. On the other hand, if owner, architect, engineer, contractor and other groups that represent parts of the industry do not jointly fix the responsibilities of various tasks to appropriate parties, the standards of practice will eventually be set by court decisions. In an attempt to provide a guide to the entire spectrum of participants in a construction project, the American Society of Civil Engineers issued a Manual of Professional Practice entitled Quality in the Constructed Project in 1990. This manual is intended to help bring a turn around of the fragmentation of activities in the design and construction process.

Shop drawings represent the assembly details for erecting a structure which should reflect the intent and rationale of the original structural design. They are prepared by the construction contractor and reviewed by the design professional. However, since the responsibility for preparing shop drawings was traditionally assigned to construction contractors, design professionals took the view that the review process was advisory and assumed no responsibility for their accuracy. This justification was ruled unacceptable by a court in connection with the walkway failure at the Hyatt Hotel in Kansas City in 1985. In preparing the ASCE Manual of Professional Practice for Quality in the Constructed Project, the responsibilities for preparation of shop drawings proved to be the most difficult to develop. The reason for this situation is not difficult to fathom since the responsibilities for the task are diffused, and all parties must agree to the new responsibilities assigned to each in the recommended risk-reward relations shown in the below Table

Traditionally, the owner is not involved in the preparation and review of shop drawings, and perhaps is even unaware of any potential problems. In the recommended practice, the owner is required to take responsibility for providing adequate time and funding, including approval of scheduling, in order to allow the design professionals and construction contractors to perform satisfactorily.

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Innovation and Technological Feasibility

The planning for a construction project begins with the generation of concepts for a facility which will meet market demands and owner needs. Innovative concepts in design are highly valued not for their own sake but for their contributions to reducing costs and to the improvement of aesthetics, comfort or convenience as embodied in a well-designed facility. However, the constructor as well as the design professionals must have an appreciation and full understanding of the technological complexities often associated with innovative designs in order to provide a safe and sound facility. Since these concepts are often preliminary or tentative, screening studies are carried out to determine the overall technological viability and economic attractiveness without pursuing these concepts in great detail. Because of the ambiguity of the objectives and the uncertainty of external events, screening studies call for uninhibited innovation in creating new concepts and judicious judgment in selecting the appropriate ones for further consideration.

Innovative design concepts must be tested for technological feasibility. Three levels of technology are of special concern: technological requirements for operation or production, design resources and construction technology. The first refers to the new technologies that may be introduced in a facility which is used for a certain type of production such as chemical processing or nuclear power generation. The second refers to the design capabilities that are available to the designers, such as new computational methods or new materials. The third refers to new technologies which can be adopted to construct the facility, such as new equipment or new construction methods.

A new facility may involve complex new technology for operation in hostile environments such as severe climate or restricted accessibility. Large projects with unprecedented demands for resources such as labor supply, material and infrastructure may also call for careful technological feasibility studies. Major elements in a feasibility study on production technology should include, but are not limited to, the following:

Project type as characterized by the technology required, such as synthetic fuels, petrochemicals, nuclear power plants, etc.
Project size in dollars, design engineer’s hours, construction labor hours, etc.
Design, including sources of any special technology which require licensing agreements.
Project location which may pose problems in environmental protection, labor productivity and special risks.

Innovation and Economic Feasibility

Innovation is often regarded as the engine which can introduce construction economies and advance labor productivity. This is obviously true for certain types of innovations in industrial production technologies, design capabilities, and construction equipment and methods. However, there are also limitations due to the economic infeasibility of such innovations, particularly in the segments of construction industry which are more fragmented and permit ease of entry, as in the construction of residential housing.

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Different design styles may be used. The adoption of a particular style often depends on factors such as time pressure or available design tools, as well as the nature of the design problem. Examples of different styles are:

Top-down design. Begin with a behavior description of the facility and work towards descriptions of its components and their interconnections.
Bottom-up design. Begin with a set of components, and see if they can be arranged to meet the behavior description of the facility.

Functional Design

The objective of functional design for a proposed facility is to treat the facility as a complex system of interrelated spaces which are organized systematically according to the functions to be performed in these spaces in order to serve a collection of needs. The arrangement of physical spaces can be viewed as an iterative design process to find a suitable floor plan to facilitate the movement of people and goods associated with the operations intended.

A designer often relies on a heuristic approach, i.e., applying selected rules or strategies serving to stimulate the investigation in search for a solution. The heuristic approach used in arranging spatial layouts for facilities is based generally on the following considerations:

identification of the goals and constraints for specified tasks,
determination of the current state of each task in the iterative design process,
evaluation of the differences between the current state and the goals,
means of directing the efforts of search towards the goals on the basis of past experience.

Hence, the procedure for seeking the goals can be recycled iteratively in order to make tradeoffs and thus improve the solution of spatial layouts.

Consider, for example, an integrated functional design for a proposed hospital. Since the responsibilities for satisfying various needs in a hospital are divided among different groups of personnel within the hospital administrative structure, a hierarchy of functions corresponding to different levels of responsibilities is proposed in the systematic organization of hospital functions. In this model, the functions of a hospital system are decomposed into a hierarchy of several levels:

Hospital–conglomerate of all hospital services resulting from top policy decisions,
Division–broadly related activities assigned to the same general area by administrative decisions,
Department–combination of services delivered by a service or treatment group,
Suite–specific style of common services or treatments performed in the same suite of rooms,
Room–all activities that can be carried out in the same internal environment surrounded by physical barriers,
Zone–several closely related activities that are undertaken by individuals,
Object–a single activity associated with an individual.

In the integrated functional design of hospitals, the connection between physical spaces and functions is most easily made at the lowest level of the hierarchy, and then extended upward to the next higher level. For example, a bed is a physical object immediately related to the activity of a patient. A set of furniture consisting of a bed, a night table and an armchair arranged comfortably in a zone indicates the sphere of private activities for a patient in a room with multiple occupancy. Thus, the spatial representation of a hospital can be organized in stages starting from the lowest level and moving to the top. In each step of the organization process, an element (space or function) under consideration can be related directly to the elements at the levels above it, to those at the levels below it, and to those within the same level.

Top-down design style

In the functional design of a hospital, the designer may begin with a “reference model”, i.e. the spatial layouts of existing hospitals of similar size and service requirements. On the basis of past experience,

Bottom-up design style

A multi-purpose examination suite in a hospital is used as an illustration of bottom-up design style. ?the most basic elements (furniture) are first organized into zones which make up the room. Thus the size of the room is determined by spatial layout required to perform the desired services. Finally, the suite is defined by the rooms which are parts of the multi-purpose examination suite.

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Geotechnical Engineering Investigation

Since construction is site specific, it is very important to investigate the subsurface conditions which often influence the design of a facility as well as its foundation. The uncertainty in the design is particularly acute in geotechnical engineering so that the assignment of risks in this area should be a major concern. Since the degree of uncertainty in a project is perceived differently by different parties involved in a project, the assignment of unquantifiable risks arising from numerous unknowns to the owner, engineer and contractor is inherently difficult. It is no wonder that courts or arbitrators are often asked to distribute equitably a risk to parties who do not perceive the same risks and do not want to assume a disproportionate share of such risks.

Construction Site Environment

While the general information about the construction site is usually available at the planning stage of a project, it is important for the design professionals and construction manager as well as the contractor to visit the site. Each group will be benefited by first-hand knowledge acquired in the field.

For design professionals, an examination of the topography may focus their attention to the layout of a facility on the site for maximum use of space in compliance with various regulatory restrictions. In the case of industrial plants, the production or processing design and operation often dictate the site layout. A poor layout can cause construction problems such as inadequate space for staging, limited access for materials and personnel, and restrictions on the use of certain construction methods. Thus, design and construction inputs are important in the layout of a facility.

The construction manager and the contractor must visit the site to gain some insight in preparing or evaluating the bid package for the project. They can verify access roads and water, electrical and other service utilities in the immediate vicinity, with the view of finding suitable locations for erecting temporary facilities and the field office. They can also observe any interferences of existing facilities with construction and develop a plan for site security during construction.

In examining site conditions, particular attention must be paid to environmental factors such as drainage, groundwater and the possibility of floods. Of particular concern is the possible presence of hazardous waste materials from previous uses. Cleaning up or controlling hazardous wastes can be extremely expensive.

Construction Planning

From the standpoint of construction contractors or the construction divisions of large firms, the planning process for construction projects consists of four stages that take place between the moment in which a planner starts the plan for the construction of a facility to the moment in which the evaluation of the final output of the construction process is finished.

The Pre project planning Even before design and construction processes begin, there is a stage of “pre-project planning” that can be critical for project success. In this process, the project scope is established. Since construction and design professionals are often not involved in this project scope stage, the terminology of describing this as a “pre-project” process has arisen. From the owner’s perspective, defining the project scope is just another phase in the process of acquiring a constructed facility. The definition of a project scope, normally in a Project Charter typically involves developing project alternatives at a conceptual level, analyzing project risks and economic payoff, developing a financial plan, making a decision to proceed (or not), and deciding upon the project organization and control plan. The danger of poor project definition comes from escalating costs (as new items are added) or, in the extreme, project failure. A good definition of scope allows all the parties in the project to understand what is needed and to work towards meeting those needs.

The estimate stage involves the development of a cost and duration estimate for the construction of a facility as part of the proposal of a contractor to an owner. It is the stage in which assumptions of resource commitment to the necessary activities to build the facility are made by a planner. A careful and thorough analysis of different conditions imposed by the construction project design and by site characteristics are taken into consideration to determine the best estimate. The success of a contractor depends upon this estimate, not only to obtain a job but also to construct the facility with the highest profit. The planner has to look for the time-cost combination that will allow the contractor to be successful in his commitment. The result of a high estimate would be to lose the job, and the result of a low estimate could be to win the job, but to lose money in the construction process. When changes are done, they should improve the estimate, taking into account not only present effects, but also future outcomes of succeeding activities. It is very seldom the case in which the output of the construction process exactly echoes the estimate offered to the owner.

In the monitoring and control stage of the construction process, the construction manager has to keep constant track of both activities’ durations and ongoing costs. It is misleading to think that if the construction of the facility is on schedule or ahead of schedule, the cost will also be on the estimate or below the estimate, especially if several changes are made. Constant evaluation is necessary until the construction of the facility is complete. When work is finished in the construction process, and information about it is provided to the planner, the third stage of the planning process can begin.

The evaluation stage is the one in which results of the construction process are matched against the estimate. A planner deals with this uncertainty during the estimate stage. Only when the outcome of the construction process is known is he/she able to evaluate the validity of the estimate. It is in this last stage of the planning process that he or she determines if the assumptions were correct. If they were not or if new constraints emerge, he/she should introduce corresponding adjustments in future planning.

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Impacts of building codes

Building codes originated as a part of the building regulatory process for the safety and general welfare of the public. The source of all authority to enact building codes is based on the police power of the state which may be delegated by the state legislature to local government units. Consequently, about 8,000 localities having their own building codes, either by following a national model code or developing a local code. The lack of uniformity of building codes may be attributed to a variety of reasons:

Neighboring municipalities may adopt different national models as the basis for local regulation.
Periodic revisions of national codes may not be adopted by local authorities before the lapse of several years.
Municipalities may explicitly decline to adopt specific provisions of national model codes or may use their own variants of key provisions.
Local authorities may differ in interpretation of the same language in national model codes.

The lack of uniformity in building codes has serious impact on design and construction as well as the regulatory process for buildings. Among the significant factors are:

Delay in the diffusion of new building innovations which may take a long time to find their ways to be incorporated in building codes.
Discouragement to new production organizations, such as industrialized construction and prefabrication.
Duplication of administrative cost of public agencies and compliance cost incurred by private firms.

Owners Responsibility:

Make Financial Arrangements to fulfill his obligations
Furnish Accurate Contract Specifications and Drawings for the Contractor’s work
Right to Stop Work
Right to Change Work
Right to Terminate Contract if Contractor Defaults

Architect’s Responsibility

Architect is the Owner’s Representative
Architect is the Administrator of the Contract
Visit site at appropriate stages of construction to familiarize himself generally with the progress and quality of the Work and to

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Gautam Koppala,

POME Author

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