Od of Whole Food Market Essay

Introduction Organizational behavior and structure are key factors in leading a company to be efficient and successful. Organizational diagnosis models have been created to allow companies to audit themselves to be sure that they are utilizing these key factors correctly. When a firm conducts an organizational diagnosis it is performed to identify strengths and weaknesses in its systems thus developing measures to improve the organizations performance. Knowing which model to use is crucial because misusing models could lead to inaccurate findings. In the following pages I will discuss and compare numerous models to include the 7S Model, the Congruence Model, and the Burke-Litwin Model. After discussing a few issues that Whole Foods Market (WFM) is facing I will recommend which model is best suited for them and explain why. Force Field Analysis This model uses an organizational diagnosis to identify driving forces affecting a company (Falletta, 2005). Force Field analysis enables a company to identify what causes change and what hinders change within a certain organization. This will allow an organization to develop measures that will allow the organizations driving forces to be maximized while the restraining forces are at the same time limited to allow the organization to be more efficient. The drawback to this model is that it is extremely simple and is not the best model for defining specific problems it more or less will allow a company to reach a desired state of affairs and nothing else. Leavitt’s Model This model has task variables, technological variables, structure variables and human variables. The model can be used to evaluate how to change in one of the variables will affect the others, and is best applied in analysis concerning organizational structure and human resources. The strength in this model lays in its simplicity but this can also be viewed as a weakness because the output from the model cannot provide direct causal statements relating to the variables. Likert System Analysis This analysis is best applied in an organization to examine issues relating to motivation, communication, interaction, goal setting, decision making,  control and performance. The Likert System is important in analyzing management systems within an organization and how they affect performance (Falletta, 2005). This model evaluates employee perceptions and how they affect individual and group performance. The main strength of this model is that is uses determined scales which make assessment more qualitative and easier. The drawback of this model is that it is really only good for examining the social aspect affecting an organization and doesn’t consider what affects that processes, structure and the environment have on an organization. McKinsey 7S Framework Variables that are examined in this model include style, staff, systems, skills, strategy, structure, and shared values. This model is applied in an organization to investigate whether or not their inputs such as structure, skills, and strategy align with company objectives (Falletta, 2005). A change in any of the variables will eventually cause changes in the other variables. The model has strength in the form of being able to analyze essential variables that affect an organizations performance and it is simpler to use than some of the other models. However, the model does not take into consideration environmental effects on a company’s effectiveness and operations. Burke-Litwin Model This model includes the following variables; management practices work unit climate, mission and strategy, organizational structure, leadership, task requirements and individual skills, individual needs and values, culture, systems, motivation, and finally individual and organizational performance. The Burke-Litwin Model can be used to investigate not only internal but external factors that influence an organization and further goes to show how the factors interact (Martins & Coetzee, 2009). Most believe this to be one of the most robust and overall better OD models to use for analysis because it provides the nature and direction of influence of organizational variables. This model also provides a difference between transformational and transactional dynamics. The strength of this model is that it is able to analyze organizational structure, task requirements, individual skills, and the external environment all at the same time. Congruence Model This model contains inputs, throughputs, and outputs and is best used in an organization to identify the degree to which the needs, objectives and structures of one part of an organization are congruent to the needs, objectives and structure of another part (Falletta, 2005). Its strength is in the obvious ability it has to show organizations how to improve efficiency and effectiveness. The model’s main weakness is that it does not evaluate effect of demands made by the environment (Nadler & Tushman, 1980). Current Issues WFM is Facing Perhaps the largest issue that WFM faces is the price of their goods. The fact of the matter is not everyone who wants natural and organic foods can enjoy the WFM experience. There is no surprise in the fact that organic and natural food is more expensive than other groceries and in times of economic downtown if customers don’t feel they are getting a good deal then they will most likely seek cheaper alternatives. What this means is when someone’s budget shrinks they won’t be able to purchase as much at WFM vs. one of their competitors. Another issue that is just as important to WFM is new entrants to the organic and natural foods market with companies like Wal Mart, Kroger and other larger, cheaper supermarkets. These big name companies are starting to create their own private label brands to compete with WFM but since a majority of their business is derived from products that aren’t natural and organic they can cut prices in this segment of the market to attract customers to their store while not taking a huge loss in profits. The final issue facing WFM is the threat of substitute products and services. One major competitor of WFM is Trader Joe’s Co. who also offers upscale groceries such as health foods and organic produce. One strength of WFM over Wal Mart and Kroger are their unique store atmospheres that most big box stores lack but companies like Trader Joe’s threaten WFM with their own â€Å"Mom and Pop† substitute atmosphere. Another company like this was Wild Oats which WFM was able to acquire to lessen some of their competition. What Model is Best for WFM? Given the set of organizational diagnosis models from Falletta, I believe the most useful one for analyzing Whole Foods Market will be the Burke-Litwin Model. According to Falletta, and many others in the realm of OD say that this model provides a strong approach for analyzing relationships among leadership an d strategy, financial decisions and operational issues. All three of the issues that WFM is facing I believe could benefit from some changes via this OD model. The fact that this model investigates internal and external factors influencing an organization and further helps show how factors interact sets this model ahead of many of the earlier OD models that exist and some even discussed above. For example an external factor like how the economy is doing largely affects WFM because customers know there are cheaper alternatives and early OD models like the Force Field Model would not be able to use this factor to help better situate the company. The Burke-Litwin Model however will take the external environment into consideration during its diagnosis. In fact all three issues listed above that WFM is facing can be categorized as dealing mostly with external environment issues. Something that only an open systems model could handle. Another reason I believe that The B-L Model should be used by WFM is the fact that it can distinguish between the culture and climate of an organization and also between transformational and transactional dynamics (Falletta, 2005). Obviously in the big picture this fact is important because almost no other model does this. This is important for WFM because their brand, image, store atmosphere are crucial in keeping their customers and getting new customers so not being able to diagnose these areas correctly could be traumatic for them. I think transformational and transactional leadership principles can largely affect an organization . Specifically I think that if a good transformational leadership principle is enacted throughout an organization it is visible to the outside through things such as employees motivation and personality towards customers. This is important for WFM because of the type of atmosphere they are trying to create inside their stores. Using this model could help diagnose this variable and give another reason to customers to shop at WFM and not at one  of its competitors who is offering a substitute product. I believe the same principle applies to the variables of climate and culture. Most of the other models combine these two variables but as we know now these two variables need to be set apart and the B-L model is the model that allows for that. As already mentioned above the companies climate and culture are two things that can be controlled and if used effectively cannot only help the business for obvious reasons but I believe these are two variables that would especially help WFM because these are variables that outsiders can pick up on when things are going good or even wrong. Take Apple for example, the climate and culture of this company create a mysterious phenomenon that brings its customers closer to the company. You can’t say this for Microsoft or Samsung. This is something that WFM could use more of to again out compete with Trader Joe’s. Conclusion In closing, since the 50’s there have been numerous OD models created and each one building upon the last. Organizations today now have many options when it comes to OD and which model to use but knowing which model to use is just as important as getting an accurate OD. By comparing all the models and identifying the issues an organization currently has one can better diagnose the situation. For WFM I believe the Burke-Litwin Model would best suit them and solve the issues described above.

Why Do We Judge Each Other’s Speech?

â€Å"Why do we as human beings’ pass judgment on each other for doing what comes natural to us like eating? I believe that it’s because some of us are scared to take the time to understand what the other party is trying to say, and these are my reasons why. First, the Dictionary defines the word Speech: as the faculty or power of speaking; oral communication; ability to express one's thoughts and emotions by speech sounds and gesture. The dictionary also defines the word Language: as a body of words and the systems for their use common to a people who are of the same community or nation, the same geographical area, or the same cultural tradition. So by those two definitions we should be able to express our thoughts and emotions by speech sounds and gesture to people who are within our same community or nation, but why does the dictionary state or in between community and nation? Is it because we can speak to one another with the same tone and or accent that other states or countries do not or is it something else? I’m going to leave that answer to you. Second, accent now there’s a word that will help shed some lite on the situation. Accent: the stress of a syllable in terms of differential loudness, or of pitch, or length, or of a combination of these. But is not America made up of different individuals from different nations i. e. Germany, France, Dutch, England, etc. coming together to live as one in peace. I was reading somewhere that the language of regional states is made up of patchwork from different countries that migrated to America. Being that all these countries arrived in America would it be a safe assumption that these same countries adopted the English language as well as vice versa. Maybe with all these countries intergraded into our society it hard to understand witch language to speak? Third, now a days the regions of America are broken up into four groups Eastern, western, mid-western, and southern with every region having their own language, and everyone believes that the other cities/states has the accent not theirs, but through it all there is one language that Americans can agree upon as the master language witch is Blue Collar (Standard English). There are two types of Blue Collar English the original version (The Queans English) and the adopted English we use in America. Both are accepted across the world, and we can understand each other, but The Queans English pronounce its syllables better then American English. Fourth, with in America there are two types of English Standard and Non Standard with Standard English being the dominant language. One cannot receive a well-paying job without learning and speaking Blue Collar English, one cannot be accepted within the Blue Collar community without learning, and speaking Blue Collar English. It is ok to speak nonstandard English within your community, but to get ahead in our society we must learn, read, write, and speak Standard English. These are the standards that we placed upon ourselves is it right some say no, but a lot of other people disagree. Finally, although I’ve been all over the world and tried to understand the culture and dialect of these different countries I’m no better than everyone else I think that my country is the best and we have the best language in the world. Does that make me a bad person no but I do have a lot to work on to better myself as a human.

Busness Statisics Essay Example | Topics and Well Written Essays - 500 words

Busness Statisics - Essay Example On page 3 of Jain and Aggarwal’s book, the term statistics has two definitions. The first definition shows that statistics in the plural sense shows it is the numerical data of the facts that relate to different fields of enquiry such as population and prices (2007). In a singular sense, Jain and Aggarwal (2007) define statistics as a science that deals with different methods of data collection, presentation and interpretation among other techniques. According to Jain and Aggarwal (2007), there are two types and levels of statistics. The first is known as descriptive statistics where the techniques for data collection and organization are used with an aim of providing more details about the data. Under the descriptive type of data, decisions or conclusions are not made. On page 5 of Moss’s book, he cites the second type of statistics as the inferential statistics (2014). This type of statistics involves estimating the characteristic of decision-making that involves a population, based on sample results (Moss, 2014). Under this kind of statistics, there is an estimation of an unknown parameter of the population to check the basis of the sample and to test if the sample data has enough evidence to show the population parameter (Jain & Aggarwal, 2007). In business, the knowledge of statistics is extremely crucial. For a business person with the knowledge of statistics, it becomes easy to make estimates that are related to supply and demand. It becomes easier to make the right decisions when it comes to seasonal changes, the tastes of consumers in the market, the customs and the market’s trade cycle (Jain & Aggarwal, 2007). For example, a business person with knowledge of statistics is in a better position to know a market’s supply and demand of goods and how such supply or demand might become affected by changes in prices or the policies that the government sets. As noted in Jain and Aggarwal’s book, the making of

Falling Oil Prices Threaten Houston Building Boom Essay - 17

Falling Oil Prices Threaten Houston Building Boom - Essay Example Ideally, unemployment has a direct and indirect impact on other industries since it reduces the earnings and purchasing power of the unemployed. I believe the unemployment derived from the falling oil prices will have detrimental effects on the housing industry especially in Houston (Brown 1). Most of the people fired or prone to firing by energy companies in the U.S come from Houston. Ideally, savings from energy costs would increase consumer spending, create more jobs, and improve earnings that would enable more people to buy homes (Brown 1). As such, the housing industry would benefit indirectly from oil savings. Indeed, reduced oil prices would encourage young buyers to join the housing market thus raising the demand for houses in Houston. However, the continued drop in oil prices and the resultant unemployment changes the above economic dynamics and assumptions. Having flourished in Houston when the energy sector was experiencing immense growth, housing developers in Houston are now feeling the heat of the falling oil prices in America. Indeed, the demand for offices is on a downward trend in Houston subject to the anxiety, uncertainty, and limits derived from the oil prices that have been falling since June 2014 (Brown 1). Developers planned and started many of the buildings in Houston in 2014 when there were high and stable oil prices (Brown 1). Indeed, by the end of last year, construction in many buildings was on an advanced stage raising questions on the uncertain demand for these building units. The housing industry has created many jobs for the builders at building sites and manufacturers in concrete and steel companies. However, the announcement by energy companies to fire about 23,000 employees with a significant number coming from Houston demeans the imminent supply of office units in Houston (Brown 1).

Public Safety and Privacy Analysis Research Paper

Public Safety and Privacy Analysis - Research Paper Example cumstances, which justify the actions of law enforcement officers to enter a house without a warrant as demonstrated in the case discussed in this paper. Law enforcement officers answered a disturbance call near Allen Road in Brownstown, Michigan. Officer Christopher Goolsby later bore witness that, as he and his colleague drew near the area, a couple directed them to a house, in which they narrated that a man â€Å"was going crazy.†The officers proceeded to the residence and discovered the household in complete chaos; this could be manifested by damaged property and traces of blood on the hood of a pick-up truck with a smashed front. Through the window, the police officers could catch a glimpse of Jeremy Fisher inside the house, shouting and tossing objects around. When the law enforcement officers knocked at the door, Jeremy Fisher declined to answer. The officers noticed that Fisher had a cut on his hand; however, the defendant disregarded inquiries concerning whether he needed medical attention. Instead, Fisher demanded that the police officers go and obtain a search warrant (Acker & Brody, 2012). Through the window of the opened door, Officer Goolsby could see Fisher aiming a gun in his direction, which compelled him to retract. Eventually, the officers managed to overpower fisher and secure the premises. Jeremy Fisher was arraigned in court under Michigan law and charged with assault with a lethal weapon, and being in possession of a firearm amid the commission of an offence. The trial court awarded Fisher’s motion to suppress the evidence, concurring with him that the confiscation of the gun contravened of his Fourth Amendment rights (Acker & Malatesta, 2012). The Michigan Court of Appeals sustained the argument (over a dissent by Judge Talbot) that the warrantless intrusion into defendant’s house breached Fisher’s Fourth Amendment rights as the circumstance â€Å"did not match to the point of an emergency validating the warrantless invasion.† The

Malignancy (Cellular Pathology) Case Study Example | Topics and Well Written Essays - 750 words

Malignancy (Cellular Pathology) - Case Study Example In addition, unlike the cancerous squamous cells which appear abnormal and distorted, normal squamous cells look smooth and regular. Deeper analysis focusing on the nucleus would have provided information that identifies and distinguishes normal from cancerous adipose tissue. The malignant adipose tissue have large nucleus with irregular shape and size. In addition, the nucleoli are prominent; the cytoplasm is scarce and deeply colored or, on the opposite, is pale. The nucleus of malignant adipose tissue plays, through its alterations, a big role in the evaluation of malignancy. Changes are associated with the surface, structure and homogeneity, the nucleus/cytoplasm ratio, volume, as well as shape and density. Ultra-structural features are associated with changes in chromatin (e.g. reduction in heterochromatin and increase of perichromatin and interchromatin granules, formation of inclusions, and increase of nuclear membrane pores), invaginations, and nucleus segmentation. The nucleus is characterized by its movement towards the membrane, hypertrophy, numerical increase, development of intranuclear and canalicular systems between the nucleolus and the nuclear membrane, and macro and micro-segregation. Mitoses are also a regular feature of malignant adipose tissue. Mitoses numerically increase, atypical mitosis forms with defects in the mitotic spindle develop, which produces dissymmetrical structures, triple or quadruple asters, and atypical forms of chromosomes. Nuclear changes justify genetic defects associated with these changes, and also explain the presence of different squamous cell clones. In malignant adipose tissue that are severely anaplastic, the presence of large nuclei and multinucleate squamous cells shows abnormal divisions (Hermans 2006, pg. 27). The morphological features discussed here symbolize the changes happening at metabolic level, with the augmentation of structures in regards to the

Selected poems by William Carlos Williams pp. 2009-2017.&.Selected Essay

Selected poems by William Carlos Williams pp. 2009-2017.&.Selected poems by e.e. cummings pp 2173-2179 - Essay Example It is the time when the tired frost of winter begins to give way to the solar prowess of the summer months. Many a poet and writer have used it as a metaphorical device for their works. As a symbol of rebirth, spring can affect a joyous sense of elation. Conversely, no birth or rebirth can occur without first something, person, or epoch dying, disappearing, or withering into desuetude. Modern psychology, in the context of patient and cultural interpretation, has assigned to spring this dichotomous quality of bringing in the new and hastening away the old. The work of Carl Jung is particularly applicable in this instance. His analysis of the mother-maiden archetype comprehended spring as one of the many symbols of this primeval human mental construction. To this category belongs the goddess, especially the Mother of God, the Virgin, and Sophia [wisdom]†¦[This] archetype is often associated with things and places standing for fertility and fruitfulness: the cornucopia, a ploughed field, a garden†¦.[Its] evil symbols are the witch, the dragon, the grave, the sarcophagus, deep water, death, nightmares, and bogies. (81-82) For Williams, the image of the widow, or the aged wife and mother, stresses the cyclical and temporal aspect of the Jungian conception of spring. The â€Å"new grass† and the â€Å"masses of flowers† remind the narrator of when she lived happily with her now deceased husband. They resurrect memories of having a family and loving one another (Williams 1998). They had once lived happily together. Rather than symbolizing birth and things anew, the widow is troubled by her spouse’s absence. Instead she bemoans the â€Å"[red] cherry branches† for â€Å"the grief in my heart is stronger than they / for though they were my joy / formerly, today I notice them / and turn away forgetting.† The pain endures. Yet Williams, after underscoring the widow’s sorrows, draws attention to her son who

How did the interest rate affect the housing prices What drives Essay

How did the interest rate affect the housing prices What drives overseas investors to invest in UK housing market - Essay Example These rates determine the volume of economic activities within the different sectors of the economy Let’s take the example of housing market and understand what the impact of interest rates is over the housing market. In general perspective, the interest rates varies indirectly with housing prices. Any rise in the interest rates makes the market unattractive for the buyer buying the house and therefore demand falls which ultimately leads to falling house prices. On the other hand, any increase in interest rates will increase the monthly payments on a variable mortgage over the house Interest rates and housing prices Interest rate affects the value of income-producing real estate mostly as compared to any investment parameter/factor in the economy. Due to such greater degree of impact of interest rates on an individual's ability to purchase housing properties many people incorrectly assume that the only deciding factor in real estate valuation is the mortgage rate. However, mor tgage rates are only one interest-related factor that influence the property values In developing countries US and UK, the rising interest rates have a big impact over the housing prices. Few years ago, the world has witnessed the global economic turmoil due to the high failures in relation to sub prime mortgages. This means that many homeowners have got a mortgage by borrowing a greater portion of their disposable income The relation between interest rates and housing prices is stronger at lower real interest rates, but even at low real rates, when time trend is included, prices seem to rise by x% as interest rates fall by much lower at y% point. The most common reason with regard to rising housing prices is the availability of easy credit, which took the form of high loan-to-value ratios, low interest rates and permissive approvals. These variables certainly affect housing prices Some of the exceptions to the case i.e. cases where the rising interest rates may not cause fall in ho use prices: Due to time lags: Suppose, someone have a house but any rise in interest rates is unlikely to make him/her sell the house, unless it becomes very serious. Generally a rise in interest rates will not reduce demand straight away Due to confidence: Suppose if the confidence level over the market is high, people may continue to spend money and respond to rising interest rates. This would lead to a fall in the savings ratio while the demand for housing doesn’t fall Due to real interest rates: The affordability of housing is majorly affected by the real interest rates. Suppose, if the interest rates are 9% but the inflation is 8%, the real interest rate is only 1%. In other terms, though the interest rates seem high, but in practices the real cost of borrowing is low Due to Other factors: Many a times, it depends on basic supply and demand analysis as well. Suppose, if there are severe supply constraints (like in the Great Britain) house prices may continue to rise, eve n though interest rates are higher Many a times some of the small developers and second-hand house owners may first reduce housing prices: Any increase in the down payment for the first house would also lead to increase in bank interest rates. This would lead to rise in the down payment pressure and interest costs on buyers Interest rates and impact on capital flows over housing market Since interest rates affects the capital flows, the demand and the supply for capital and investors' required rates of ROI,

Culture and Healthcare in America Essay Example | Topics and Well Written Essays - 500 words

Culture and Healthcare in America - Essay Example According to Loraine Magda (2007) "From academia to the applied sciences, medicine, law and politics, Western society operates from a paradigm firmly based on materialism with grave skepticism, and unless proven true by science, becomes relegated to the wasteland of wishful thinking." Most scientists believe that science starts with basic questions and as they try to answer, and develops the answers, it leads to further questions. When students are taught on this basic belief they ignore the interplay of science with society, and such training tends to obscure connection between science and society. Thomas Kuhn says "to acquire the status of a paradigm, a scientific achievement must offer sufficiently convincing resolutions of previously recognized problemsmust also have enough unresolved problems to provide the puzzles for subsequent research practice within the research tradition it comes to define" (Marshall1998).

Partnership transportation Essay Example for Free

Partnership transportation Essay Partnership transportation in broad mind means involvement of all parties in the running and operations of transportation and its impact, retrieved from a journal on â€Å"facilitating partnership in transportation (2005) page 7 and 8†, by James A Merchant and Barbara T Harder. Transportation and maintenance is a work done by local government and the state in collaboration with other partners. Partnership transportation involves integration of various bodies in the transport sector. Partnership in transportation sector can be classified into two categories. First there is incorporation of all means of transport, this include pipeline transportation method, railway transportation method, airway, shipment, road transportation methods. Second, there is integration of private companies and people that own the vehicles, marine ships, airbuses and pipelines, chamber of commerce and industry that has the potential human resource powers to innovate new technologies that enhance fuel saving, and other automobile associations. In transportation, no specific body that can handle transportation sector individually without cooperation of other parties as indicated by Mark Wymond-1917-178 pages in his book â€Å"Our transportation problem† ,www.worldcatlibraries.org . For example, poor management of institutional framework may deteriorate roads management, railway management etc. Poor conditions of road, railways and airports because of poor services and maintenance may be another issue of concern. Lack of defined responsibilities of each associate party, ineffective and weak management structures can also have adverse effects in the transportation sector. Lack of managerial accountability is another issue of concern; this is because transportation itself is an individual identity. Hence, there must be somebody to respond to various issues that may arise. The responsive party would include government officials and private transport cartels.   Failure due to road and railway engineers adversely affects transportation sector. The government is involved in financing public roads and other means of transportation. The government makes sure that there is rule of law that is followed. It is the work of govern to mitigate the transportation processes.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Historical background Partnership transportation resulted in manner that was not supposed to be. It dates us back to the early seventeen century when the prisoners in Victoria were being transported from various parts of the country to Australia.[1] This was an intention to punish the prisoners since there were no enough prisons to keep them. Therefore, a solution was found on to how to punish those prisoners. One of the best ways to do that was to compel the prisoners to carry out hard work, tiring jobs and boring tasks such as walking miles away to transport goods or to peak oakum.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Farming is another issue that resulted to partnership transportation. This included commercial activities occurring as transportation route; this made the construction of various transportation route e.g.   The Chin ago canals, and rail lines were developed, linking the town to other parts of the region. A tract was opened to settlers and land companies by the Clinton treaty in 1788. The growth of Hamilton town was because of stimulation by several main roads, which crossed from east to west. Therefore, there erupted a relationship between the farmers and transportation board in various countries. Transportation of farm produce resulted to growth and development of transportation sector. On the other hand, farmers benefited from easy means of accessing the markets for their produce. In the process, trading started and business thrived tremendously. This resulted to stiff competition that enabled business partners to merge and to come up with an idea to work together, this is how the partnership transportation emerged. That resulted to automobile firms that started competing on manufacturing different kinds of vehicles. Since then the technology has advanced to the manufacturing of space ships. Status: current issues, practices, developments, controversies and impact of partnership transport.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   The current issues of partnership transportation include commuters and commuting society, insurance and registration, maintenance and repairs, safety and development. There is the issue of confronting the daunting challenge posed by global climatic change. The main source of green house gases like carbon dioxide is burning of fossil fuel by either through burning coals, oils, petrol, kerosene etc. Burning of fossil fuel include even idling. Therefore, global warming is caused by emission of green house gases that pollute the atmosphere and this go hand in hand with industrialization. It is due to industrialization that transportation is enhanced by manufacturing of automobiles. Therefore, there must be away of partnership association in combating the consequences of transportation. It is fair for industrialized countries to enhance the issue of mitigating this effect as they are the main cause.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Global warming is one of the negative impacts caused by the gas emitted by automobiles. Mainly the climatic change is usually caused by pollution that affects the ozone layer. Then the ozone layer becomes less effective in controlling the remittance of radiation from the sun. Therefore, the transport board must tackle this problem since they are part of the cause beside industrialization. In addition, this pollution has a major impact on the quality and feasibility of transit-oriented development. The current issue of concern is to mitigate fuel consumption and to avoid accidents caused by reckless driving.   Reckless driving practices can have a negative implication on automobile fuel economy. This project of training drivers can enhance fuel economy because experienced experts would save consumption. This is by using simple techniques like cruise control mechanism, pricing whenever possible, avoiding use of cab appliances, soft and gradual acceleration and progressive shifting. All these mechanisms enhance reduction of speed. Transport sector in collaboration with the traffic police; address this issue by ensuring that transport rules and regulations are adhered to. Transit connectivity plan is improved daily to enhance pediatrician walking; this makes passenger’s movement easy from one movement to another. Goods movement services should be improved to enhance cargo and freight transportation, this include transit expansion program resolution for rail, road, bus and ferry transit projects. Freight movement is essential to any economy and way of life. For example in each year in the US, automobile moved about ten billion tons of freight worth more than 7.5 trillion dollars whereby, the ground freight consumed significant energy and the sector grew as   expected. This is a development issue because over thirty five billion gallons of fuel will increase to about forty five billion by the year 2013. The ground freight industry is large and decentralized; this is because seven million freight trucks and twenty thousand locomotives are in partnership transportation in US and this is not a simple thing. Another development issue is the ongoing activities concerning pedestrians planning strategies, bicycle riders, community-based planning and development they intend to take. Controversies results due to the need of expanding the transport course, this is because expansion might lead to congestion or evacuation of some people from the intended bypass. This programs goal is to advance the findings of the lifeline transportation network suggestion through collaboration with community organizations, transit agencies and congestion management agencies in order to minimize the dispute. Therefore, the controversies that arise due to congestion are dealt with. Other developmental plans include new means of transport being innovated to cater for the transportation needs of the countries low-income, elderly and disabled populations. For example, the community-based planning program. This programs goal is to advance the findings of the transportation network system through collaboration Going on, there is this issue about the automotive transportation practice and development.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   These are the some of the current practices that include the automotive and transportation practice that provides global market research for the completed automobiles. Industrial   analysis, concurrent business research which involves custom market research and consultation, market predicament, management consulting and innovation of new strategies result to emerging technologies that are designed to help transportation sector to address current trends and challenges affecting transportation sector and partnership. Another function is to identify new technologies that can lead to advantageous opportunities for growth. This work involves a   global team of automotive and transportation market research analysts, industry experts, and market  consultants who continuously monitor the automotive and transportation industry including logistics, rail systems, automotive testing, diagnostic sand new chassis technologies. In this partnership transportation, there is training for drivers to be equipped with driving dynamics. This is because, new   commercial vehicles that are being manufactured have these new technologies, for example   telemetric and infotainment, power train ,alternative propulsion, safety and   driving assistance not forgetting warning systems.   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   The floor is open for those wishing to join the partnership. The advantage is that there is acquiring of freight carrier innovative strategies, freight carrier commitment is enhanced through partnership, freight carrier fleet performance model are available and of course freight carrier benefits of partnership[2]. For example, truck and rail transportation provides a cost-effective means to transport much of America’s freight. Truck and rail fleets can take simple actions to make ground freight more efficient and cleaner for the environment. The following technologies and strategies can help reduce fuel consumption and emissions from freight trucks. First there is idling reduction in the engine mechanism, there is improved aerodynamics in aerial crafting, improved freight logistics. Other current developments include, tire technology that involve automatic tire inflation systems of which tires with wide base are manufactured. In tire inflation system, there is adjustment of the level of tire pressure. This maintains proper tire pressure especially when the automobile is moving; hence facilitating longer service for the tire It is known that tires with wide base can reduce friction and resistance on the road. This would lead to saving consumption of fuel and other fuel related expenditure. Tire technologies improve on reducing accidents by stabilizing the vehicles movement and grasping on the roads. Furthermore, there is production of low-viscosity lubricants that are used in breaks and other movable parts, less viscous artificial and semi-artificial lubricants can reduce friction losses in automobile drive train, emission of gases, and its engine friction. This actually saves the fuel consumption and hence emission of harmful gases.   Going on, synthetic transmission and oil lubricants can raise fuel economy by 0.7 and 2.1 percent in summer and winter respectively. Good news is that by replacing all transmission lubricants with less viscous fluid saves fuel with less or no additional cost. Other development systems are low weight body parts. This is enhanced by sing materials made of aluminum or other lightweight materials. By reducing weight, much oil consumption can be reduced. Actually, the possibility for weight savings is even greater in the automobile. Lastly, there is use of inter modal shipping systems and hybrid power train technology advancement. In the current development systems, several technologies and practices can be used to assist drivers in reducing truck idling. A case study that was performed in one of the automobile firms show that reducing or eliminating prolonged idling of long-transit trucks can save up to one thousands gallons of fuel per truck each year. This would reduce global warming by reducing pollution emissions, and lowering the cost of engine maintenance.   Some idling reduction technologies can minimize fuel consumption through air conditioning.[3] Some of the latest technologies include reduction on fuel consumption; manufacturers have focused considerable attention on implementing new truck tractor aerodynamics systems. By so doing they have achieved significant gains in fuel efficiency and reduction.   To improve efficiency in fuel consumption, improved freight logistics can enhance achieving the goal which include improved operation efficiency, saving fuel and increasing benefits and profits for automobile companies.   Some of the current diplomatic strategies include load scrutiny and matching, more efficient coursing and scheduling of automobiles, and improved working policies. There is use of software to structure more efficient automobile routes. [4] Social, economic and environmental aspect   There is a suggestion for long lasting solutions that would address social aspects, economic aspects, and environmental aspects. The suggestion involves a lifeline transportation program that works with local agencies to improve access to public transit for new entrants to the job market. For example, regional rail plan is helping develop a bay area regional rail plan to improve the current rail system, map out future rail lines and station locations, and integrate passenger and freight from rail sharing on existing tracks. Another example is the suggestion for a smart growth and transportation for livable communities bay area.[5] The communities should embrace the idea by getting a little tender loving care from partnership transportation, in the form of initiatives to foster pedestrian-friendly development and travel options such as walking, bicycling and public transit. [6]   It is visible that Urban Partnership Program proposal to deliver congestion reduction by 2009 through a bold program combing the affiliated parties and experts concerned in tolling, advanced technology, transit and transportation if effective will address some controversies. The current controversies affecting the transportation sector include lack of agreement on terms of scrutiny. There are two controversy terms, that define the impact of partnership transportation i.e. there is technical controversy that defines failure due to decision of an expert appointed by the parties and non-technical controversy that deals with the rules and regulations. The latter, involves bleaching of the contract that involves disputes arrangement on investment. This happened in an oil transportation controversy whereby they wanted the project to be concerned in establishing standards service for the future, rather than examining current controversies about work programmed.   Overcrowding and reliability is also another negative impact caused by partnership transportation. This is a sensitive issue in transportation that require more detailed hearing to solve the pending problems   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Some of these pending issues include, perceived transport problems, factors influencing travel behavior, transport licensing board service provision, infrastructure schemes, partnership approaches and innovative solution. [7]Other development measures currently undertaken include expansion of airports and upgrading to an international level. For example, Durango la Plata county airport is expected to undertake some upgrading changes in the coming years[8]. Some of Strategies to facilitate development could include expansion of the planning area, code requirements for aviation easements, and establishment of requirements for special construction on lands adjacent to the airport. Retrieved from www.laplatacountycolorado.org Conclusion Partnership transport is a broad business operation that currently integrates all areas of work. It has enabled the world to be seen as a global village. In essence, partnership transports easies the work of transportation and collaboration in the sector and other chambers of commerce.   However, the controversies and negative effects should be dealt with immediately when they arise. Safer means of transport should be innovated to avoid negative impact such as pollution to the environment, air pollution and water pollution. Therefore, it is of great importance to associate all stakeholders in transportation sector e.g. oil companies should manufacture lead free fuel to lessen the negative impact caused by the fuel.   Actually, the engine life and service is directly related to the amount of fuel burned. In essence, the reduction of driving speed can minimize the cost of repairing the engine. The maximum automobile driving speeds can be minimized through electronic software engine controlling mechanism, improved driver-training programs, or I house programs that motivate drivers for abiding with the rules and regulations. Almost, all new automobile engines in use today are electronically manipulated and the cost of changing the highest acceleration setting on these engines is to some extent negligible. The stated mechanisms, developments and resolutions to partnership transportation are the currents undertaking towards strengthening of the transport sector.    References: Current developments in airport expansion, retrieved on 25th August 2007, available at www.laplatacountycolorado.org Current undertakings on transportation sector, retrieved on 29th August 2007, available at www. emeraldinsight.com Fleet strategies, retrieved on 29th August 2007, available at http://www.epa.gov/otaq/smartway/smartway_fleets_strategies.htm James A Merchant and Barbara (2005) Transportation: Facilitating partnership transportation, page 7 and 8 New York Transport scrutiny update, retrieved on 25th August 2007, available at www. London.gov.uk Transportation problems, retrieved on 25th August 2007, available at www.worldcatlibraries.org Jacques and Whit ford (2003) Environmental impact: Road environmental aspects, published by St Johns N, L London Smart innovation in technologies, retrieved on 29th August 2007, available at www.epa.gov/smartway

Comparison of Booker T. Washington and W.E.B. Du Bois

Comparison of Booker T. Washington and W.E.B. Du Bois Booker T. Washington and W.E.B. Du Bois had contrasting views on how to deal with the problems facing American-Americans. Which was superior in dealing with these conflicts? Booker T. Washington and WEB Du Bois are perhaps the two most important and influential African-Americans of the late nineteenth century and they both played pivotal roles in the Civil Rights movement. However, as the question suggests, they also had very contrasting political beliefs when it came to impacting the African-American movement. To fully understand where the two leaders had similarities and contrasts in their political views, I will first study Washingtons contributions to the African-American cause, and the reasons behind his choices. Focus will then shift to Du Bois views and his main criticisms of Washington, and whether these criticisms were valid or not. To understand the methods and reactions of Washington and Du Bois it is first essential to understand the background they were functioning in. During the late nineteenth century, when Washington and Du Bois were at their peak, Reconstruction had failed and life for many African-Americans was considerably worse then it had been before the American Civil War and the abolishment of slavery. African-Americans found themselves in the worse paid jobs in both rural areas, where they were exploited by an unfair sharecropping system, and in more urban areas, where the industrial revolution was beginning to take hold. Segregation was also rapidly moving throughout American society being reinforced in 1896 by the Plessy vs. Fergusoncase where it was decided that segregation was constitutional under the argument that it was â€Å"separate but equal†. More worryingly, during this time the number of African-Americans falling victim to lynching was rapidly growing. Due to these worsening con ditions many African-American leaders of the time developed a tolerating attitude towards the obvious oppression there people were suffering, believing that outspoken protest would only make situations worse, and so instead they would appeal for aid from wealthy and influential whites and encourage African-Americans to â€Å"lift themselves by their bootstraps†[1]. When looking at the background context it becomes clear why Washington and Du Bois had differing views when it came to Civil Rights. Washington had been born a slave in the South and grew up poorly fed and clothed and was denied an education. Growing up in the South Washington would have had first hand experience with the sort of discrimination many African-Americans were faced with at the time and would have also understood the real fear many African-Americans had of lynching. With this in mind it can be seen why Washington would have been more cautious in his methods of progressing Civil Rights. Du Bois by contrast was born a freeman in the North and didnt suffer discrimination until he entered higher education, and so it is understandable why he would not have had the same reservations as Washington when it came to a more radical approach to dealing with the oppression of African-Americans. Washingtons work for the African-American race can be most clearly seen when looking at the Tuskegee Institution, which still exists today. The school opened in July 1881 and was at the outset only space rented from a local church, with only one teacher, that being Washington. The following year Washington was able to purchase a former plantation, which became the permanent site of the school, and the students themselves erected and fitted the buildings, as well as growing their own crops and rearing their own livestock. While the Tuskegee Institute did offer some academic training for teachers, its main focus was on providing practical skills needed to survive in rural areas, such as carpentry and modern agricultural techniques. It can be argued that this more vocational slant towards teaching was damaging in the progression of African-American rights, however Washington believed that to become socially equal to whites, African-Americans must first become economically equal and show that they are responsible American citizens, who had something to offer society. Also, it can be argued that the practical teaching of the Tuskegee Institute was far more beneficial for the time than academic teaching would have been. The Institute is also a good example of why perhaps Washington had some merit with his views of appeasement. Washington was able to use his friendship with powerful white men to help finance the school and even got ex-slave owners, such as George W. Campbell, to support the new school. Without this aid it is unlikely that the Tuskegee Institute would have ever evolved from a small rented room into the huge institution that it is today. While the Tuskegee Institute showcased Washingtons views on education the Atlanta Expedition Address illustrated what he supposedly believed African-Americans place in society should be. Washington delivered the address in 1895, and was designed to â€Å"cement the friendship of the races and bring about hearty cooperation between them† [2]. Washingtons main purpose with the Atlanta Address was to help achieve a realistic settlement between Southern Whites, Northern Whites and the African-American community in a time when race relations were only getting worse. Washington was no doubt anxious not to antagonise the white population who held African-Americans at their mercy, and so he â€Å"urged blacks to remain in the South, work at the ‘common occupations of life, and accept the fact of white supremacy† [3]. When addressing the white population in his speech Washington reassured them that African-Americans had no intention or interest in securing social equality, that all they required was economic cooperation, â€Å"In all things that are purely social we can be as separate as the fingers, yet one as the hand in all things essential to mutual progress† [4]. The work Washington did for African-American crossed over into the twentieth century with the creation of the National Negro Business Leaguein 1900. The aim of the League was to help promote and further the commercial and financial development of African-American business [5], not only in the South but also the North of America. The creation of the League empathized Washingtons belief that to become socially equal to whites that African-Americans must first become economically equal. However it can be argued that the League held little importance when considering African-American business as it did little to assist, but that it allowed Washington to have a â€Å"stronghold† of men in every black population of importance [6]. Compared to Washington Du Bois political views can be seen as being quite radical for the social climate of the time. Du Bois probably had more radical views because of his different background, as he didnt have a history of slavery and did live in fear of lynching the way many African-Americans did at the time. However, Du Bois did share some similarities in thought with Washington, for example Du Bois also believed that African-Americans needed to help bring themselves out of social inequality. However, unlike Washington, Du Bois believed that African-Americans needed leadership from a college-educated elite and that simple vocational education wasnt enough to elevate the position of African-Americans in society, â€Å"Men we shall have only as we make manhood the object of the work of the schools intelligence, broad sympathy, knowledge of the world that was and is, and of the relation of men to it this is the curriculum of that Higher Education which must underlie true life.On this foundation we may build bread winning, skill of hand and quickness of brain, with never a fear lest the child and man mistake the means of living for the object of life†[7], Du Bois set out the ideas of an elite group of African-Americans teaching other African-Americans in his â€Å"The Talented Tenth† article, the idea being that there was one in ten African-Americans, the talented tenth, was capable of becoming an influential leader, who would lead other African-Americans to a better future. Du Bois had many criticism of Washington, many of which he set out in an essay in 1903 titled â€Å"Of Mr Booker T Washington and Others†. Du Bois felt that Washington focused too much on vocational education and that â€Å"his educational program was too narrow† [8]. This particular criticism no doubt evolved from Du Bois own education which was wide and varied, and his more privileged background which allowed him the luxury of exploring avenues of education that wouldnt directly lead to work. Du Bois also believed that Washingtons methods and arguments â€Å"practically accepts the alleged inferiority of the Negro races†[9]. This criticism is almost entirely valid as Washington himself stated that African-Americans should accept White Supremacy in his Atlanta Expedition Address, and while it is doubtful that Washington himself saw the African-American race as inferior, he did little to try and convince the general population otherwise. Washington urged African-Americans to earn security through economic means and technical skills, and he put little importance on higher education and political and social rights, believing that they would follow naturally from economic freedom. However Du Bois argued that this approach would lead to many African-Americans living below the poverty line, because he believed that it was impossible for most people to gain economic rights and freedoms when they were unequal socially. Du Bois also clashed with Washington due to their differing political ideologies. While Washington championed capitalist ideals, Du Bois, who became a leading Black Marxist, felt that any social freedoms gained by economic progress would make the African-American population into dishonest money makers [10]. Du Bois Marxist views came into play with other disparagements he had with Washington, most apparent in 1903 when Du Bois tried to prove Washington was using â€Å"hush money† to control the African-American press, to make sure his own views were the more favoured in print [11]. To some degree Du Bois criticisms of Washington were valid, as Washington did little to resolve the social issues that plagued the African-American race, so as not to seem controversial or threatening to the white population. However, when looking at the backgrounds of the two leaders it becomes obvious why they had such opposing views. Washington had been born a Slave in the South and so he would naturally be more cautious and reserved when dealing with the white population as he knew the damage that a majority population could cause to African-Americans. He matured in a time when the number of lynchings was ever growing, and so he would fully recognise and understand the fear most African-Americans lived with. Du Bois by contrast, was born a freeman in the North, which was far more liberal and accepting than the South and so he didnt have a proper grasp of the everyday problems and anxieties many African-Americans dealt with. It can also be argued that while Du Bois spent large amo unts of his time criticising Washington, he actually did nothing practical to forward the progress of African-Americans the way Washington did with the Tuskegee Institute. While Du Bois was Washingtons most vocal and famous opponent, he was far from the only challenger. A black president of Atlanta University, John Hope, was vocal of his disagreement with Washingtons Atlanta Address, stating in 1896 â€Å"I regard it as cowardly and dishonest for any of our coloured men to tell white people and coloured people that we are not struggling for equality. Now catch your breath, for I am going to say that we demand social equality† [12]. While this view was to be expected among Northern black leaders, Hope shattered the illusion that all African-Americans in the South were willing to simply accept their lowered social status. William Monroe Trotter, editor of the Boston Guardian, was another of Washingtons most unforgiving critics and claimed that â€Å"[Washington], whatever good he may do, has injured and is injuring the race more than he can aid it by his school. Let us hope that Booker Washington will remain mouth-closed at Tuskegee. If he will do this, all his former sins will be forgiven†[13]. Trotters views are to some degree far harsher than Du Bois were, but the general idea theme is the same, that Washington was not helping the African-American race by deemphasising the importance of social equality, and that he was in fact hindering to movement. Trotter also challenged Washington at a National Negro Business League meeting in Boston while Washington was giving a speech. Trotter posed a number of questions that challenged Washington and his views, before he was arrested. While Washington did not respond to the challenges, Trotter made his point and the incident was reported as â€Å"The Boston Riot† the next day in papers. As can be seen, Washington and Du Bois had to some degree very opposing views on how to handle and progress the African-American race. Washington put great empathise on vocational education that would give practical skills to African-Americans living in the South. Rather than focus on social and political equality, Washington stressed the importance of economic advancement, believing that once the average African-American had the power of wealth that political and social freedoms and powers would follow. Washington felt there was great importance in appeasing the white majority, for the economic and political power it affording him in furthering the African-American cause and because he lived in the turbulent South, where it was dangerous to be a radical black man. Du Bois political ideas contrasted with Washingtons idea of â€Å"appeasement† and he had a far more radical approach to Civil Rights. Du Bois didnt think that it was possible for African-Americans to achieve econom ic equality before they had achieved social and political equality. Du Bois more radical approach stems from his background, as he did not share the same fear as Washington and did not experience the same forms of racism. Bu Bois could afford to be more radical has he had not experienced slavery and his placement in the North meant that he did not share the fear of lynching that many in the South had. Du Bois also put more empathise on academic teaching and did not feel that Washingtons vocational education would be useful in helping the progress of African-Americans. However, Washington and Du Bois did share some similarities in political thought. They both recognised the importance of having the support of powerful white men, who could both finance and encourage their cause. While both Washington and Du Bois had good arguments for doing things in their particular ways, it is probably safe to say that neither had perfect strategies. Washington was too timid to argue for equality, and Du Bois had no practical ideas he could implement. It is fair to suggest that a mixture of their two views would have been the best way to progress the African-American cause, as Washington had practical methods of improved the average African-Americans life, such as the Tuskegee Institute, and Du Bois was able to protest the obvious oppression that African-Americans suffered. Bibliography American Memory from the Library of Congress, 2008, National Negro Business League, http://lcweb2.loc.gov:8081/ammem/amrlhtml/dtnegbus.html Fairclough, Adam, 2002, Better Day Coming: Blacks and Equality, 1890-2000, New York: Penguin Books Franklin, John H., Meier, August, 1982, Black Leaders of the Twentieth Century, Illinois: University of Illinois Press History Matters, 2006, Booker T. Washington Delivers the 1895 Atlanta Compromise Speech, http://historymatters.gmu.edu/d/39/ History Matters, 2006, W.E.B. DuBois Critiques Booker T. Washington: Of Mr. Booker T. Washington and Others, http://historymatters.gmu.edu/d/40 TeachingAmericanHistory.org, 2008, The Talented Tenth by WEB Du Bois, http://teachingamericanhistory.org/library/index.asp?document=174 White, John,1985, Black Leadership in America 1895-1968, New York: Longman Inc.

Transcendentalism in the Poems of Whitman Essay -- Biography Biographi

Transcendentalism in the Poems of Whitman      Ã‚  Ã‚   From looking at the titles of Walt Whitman's vast collection of poetry in Leaves of Grass one would be able to surmise that the great American poet wrote about many subjects -- expressing his ideas and thoughts about everything from religion to Abraham Lincoln. Quite the opposite is true, Walt Whitman wrote only about a single subject which was so powerful in the mind of the poet that it consumed him to the point that whatever he wrote echoed of that subject. The beliefs and tenets of transcendentalism were the subjects that caused Whitman to write and carried through not only in the wording and imagery of his poems, but also in the revolutionary way that he chose to write his poetry. The basic assumptions and premises of transcendentalism can be seen in all of Whitman's poems, and are evident in two short poetic masterpieces: "A Noiseless Patient Spider" and "When I Heard the Learn'd Astronomer."    In the belief of transcendentalism, the reliance on intuition, instead of rationalization, became the means for a union between an individual's soul and the soul of the world or the cosmos. Called the Oversoul by Emerson, this collective soul gathered the soul of a person upon a person's death. To understand the Oversoul, one had to first understand oneself and then look toward nature as expressions and instructions for the living of one's life (Boller 1-3). Through all of Whitman's collections of poetry, essays, and letters, he quested to find the meaning of life and to understand the Oversoul, which the great poet referred to as the "float."    In "A Noiseless Patient, Whitman presents a simple analogy that compares a lone spider searching for a hold to his soul as... ...au, Roger. The Transcendentalist Constant in American Literature. New York: New York UP, 1980. Boller, Paul. American Transcendentalism, 1830-1860: An Intellectual Inquiry. New York: Putnam, 1974. Eckley, Wilton. "Whitman's 'A Noiseless Patient Spider.'" The Explicator 22 (1963): 20. Emmanuel, Lenny. "Whitman's Fusion of Science and Poetry." Walt Whitman Review 17 (1971): 73-81. Lindfors, Berndt. "Whitman's 'When I Heard the Learn'd Astronomer.'" Walt Whitman Review 10 (1964): 19-21. Stedman, Edmund Clarence. "An Important American Critic Views Whitman." Critical Essays on Walt Whitman. Ed. James Woodress. Boston: G.K. Hall, 1983. 116-127. Whitman, Walt. "The Noiseless Patient Spider." Leaves of Grass. New York: Penguin, 1980. 347-348. Whitman, Walt. "When I Heard the Learn'd Astronomer." Leaves of Grass. New York: Penguin, 1980. 226-227.

Physics of Dipnetting :: physics dip net netting

The Physics of Dip Netting Introduction to Dip Netting Dip netting for salmon in the Copper River is a lot of fun but is also a lot of work.ï ¿ ½ During the summer months salmon will leave their home in the ocean and travel upstream in the Copper River to spawn in its many tributaries.ï ¿ ½ Near the small town of Chitna the Copper River flows through a narrow canyon which greatly increases the speed of the river.ï ¿ ½ This makes it harder for the salmon to swim upstream.ï ¿ ½ However the canyon also creates back eddies near the shore in which the river will actually flow the opposite direction.ï ¿ ½ This is good and bad news for the salmon.ï ¿ ½ Good news because the back eddies are flowing the direction the salmon want to go which makes their trip a lot easier.ï ¿ ½ And bad news (from the salmons point of view of course), it makes the salmon easier to catch because the water is flowing the ideal direction for dip netters as shown in the pictures below. ï ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½ Notice that the back eddie makes it really easy for the dip netter.ï ¿ ½ If there was no back eddie the current would push the net the other direction, which makes dip netting a lot harder. The Physics The physics of dip netting is really quite simple.ï ¿ ½ All a person has to do is find a back eddie with a nice constant current and hold the net underwater in the hopes a salmon will swim into it.ï ¿ ½ The physics then becomes a static equilibrium problem which means that none of the parts are moving in any way either in translation or in rotation (applies only to reference frame used) (Halliday 307).ï ¿ ½ This is illustrated in the picture below. The dip net pole can be compared to a lever of class 1 and the lever principle can be applied, similar to the applet at http://www.walter-fendt.de/ph11e/lever.htm.ï ¿ ½ As stated in the applet from the Contemporary College Physics Simulation Library a lever is in balance if the total left side torque is equal to the total right side torque.ï ¿ ½ Applying that statement to the picture above the person must apply a much greater force on the pole in order to maintain torque equilibrium because the distance from the pivot point is much less than the distance from the force of the current to the pivot point.ï ¿ ½ This can be expressed mathematically. ï ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½ F1D1 = F2D2.ï ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½Ã¯ ¿ ½ ï ¿ ½(where F is each force, and D is the distance each force is from the pivot point)

The Role of the Doctor in Kate Chopin’s The Awakening :: Chopin Awakening

The Role of the Doctor in Kate Chopin’s The Awakening According to Benjamin, or at least according to my Benjamin, as translated then taken from secondary sources that probably used him to their own ends, the novel is constructed along a trajectory he calls â€Å"homogenous, empty time† referring to the contiguous relation of characters and their activities to each other as a way of connecting their place in the narrative. There are quite a few examples of this in Kate Chopin’s Awakening, but the best is found on page 87 of Chapter XXII as the doctor is introduced into the text. And in one sentence, describing the doctor, Chopin outlines a way of reading her novel. While in his garden reading, Doctor Mandelet is interrupted by Mr. Pontellier, who promptly reports his wife’s troubled mind, indicating that Mr. Pontellier himself has a troubled mind through lines like â€Å"it isn’t easy to explain† or â€Å"She’s making it devilishly uncomfortable for me†(88). These disclosures help to add a few more stenciled lines, deepening Mr. Pontellier, who is, through the course of the novel, made most noticeable by his absences. His character is marred by a dependency on social conventions and aristocratic pride that he cannot push the logic of the facts toward a conclusion that would require a rethinking of his way of life. On page 87, when the doctor is first introduced he comes out of homogenous, empty time to enter the narrative. That is to say, his history and life are written into the novel as it collides with the drama of Edna Pontellier’s suicide. Thus the doctor supports the teleological structure of the novel that each character was there for a purpose in carrying out the book’s eschatology—the end of the narrative. The doctor, the reader of the body, and as we find out the reader of the unconscious, enters the text reading. Before we find him reading, we are given a few details about his life: â€Å"He bore a reputation for wisdom rather than skill—leaving the active practice of medicine to his assistants and younger contemporaries—and was much sought for in matters of consultation†(87). As a character that facilitates a disclosure, the doctor—the reader— comes to know what we already know, as if the character in the book sought the reader’s help but the reader could not say. And it is very generous of Chopin to put her â€Å"reader† in such high regard.

Pre-Tensioning in Civil Engineering

Introduction : The idea of pre tensioning has been around for centuries and has been applied to many forms, such as: wagon wheels, wooden barrels etc. In these cases heated metal is made to just fit an object. When the metal cools it contracts and induces prestress into the object thereby strengthening it. The idea of pretensioned concrete has been around since the late 19th century, but its use was limited by the quality of materials available at the time. It wasn’t until the 1920s that materials of a suitable quality were available in sufficient quantity to allow pretensioned concrete to be used with confidence. The pioneers of this field were Freyssinet, Magnel and Hoyer. Description: In pre-tensioned concrete tensile elements such as cables, ribbons, or rods are clamped under calculated tensile stress (Stage 1). Concrete is cast around these elements and allowed to cure( Stage 2). When fully hardened the clamps are released and the stress is transferred within the rigid concrete (stage 3). As long as a load is applied within the design limit, the concrete structural element will never be subjected to tensile stress of sufficient force to cause failure. Pre-tensioning can be used in pre-cast as well as in cast-in-place construction. Most of the pre-tensioning construction techniques are patented although the basic principle used in all of them is common and is well known. Hard drawn steel wires which are indented or crimped are preferred for pre-tensioned elements because of their superior bond characteristics. Small diameter wires of 2 to 5 mm are mostly used in the form of strands comprising two, three or seven wires. High Strength Concrete mix: Pre-stressed concrete requires concrete which has a high compressive strength, with comparatively higher tensile strength. Low shrinkage, minimum creep characteristics and a high value of Young’s modulus are generally deemed necessary for concrete used for prestressed members. Uses: Common uses include Railway Sleepers, Communications Poles, Pretensioned Precast â€Å" Hollowcore† slabs, Pretensioned Precast Double T units –for very long spans, Pretensioned precast inverted T beams – for short-span bridges, Pretensioned precast PSC piles, Pretensioned precast portal frames. Alternatives: The alternative to pre-tensioning is post-tensioning. In a post-tensioned beam, the tendons are stressed and each end is anchored to the concrete section after the concrete has been cast and has attained sufficient strength to safely withstand the prestressing force. In the posttensioning method, tendons are encased in a duct or sheath or coated with grease or a bituminous material before placing them in the formwork to prevent them from becoming bonded to concrete. Advantages: Prestressed concrete has the following advantages 1. Since the technique of prestressing eliminates cracking of concrete under all stage of loading, the entire section of the structure takes part in resisting the external load. In contrast to this, in reinforced concrete, only the portion of the concrete above neutral axis is effective. 2. Since the concrete does not crack, the possibility of steel to rust and of concrete to deteriorate is minimized. 3. Absence of cracks results in higher capacity of the structure to bear reversal of stresses, impact, vibration and shock. 4. In prestressed concrete beams, dead loads are practically neutralized. The reactions required are therefore much smaller than required in reinforced concrete. The reduced dead load weight of the structure results in savings in the cost of foundations. The neutralization of dead load is of importance in large bridges. 5. The use of curved tendons and the pre-compression of concrete helps to resist shea r. 6. The quantity of steel required for prestressing is about 1/3 of that required for reinforced concrete, although the steel for the former should have high tensile strength. 7. In prestressed concrete, precast blocks and elements can be assumed and used as one unit. This saves in the cost of shuttering and centering for large structures. 9. Prestressed concrete can be used with advantage in all those structures where tension develops, such as tie and suspender of a bow string girder, railway sleepers, electric poles, etc. 10. Prestressed concrete beams usually have low deflection.

Sales Management and Personal Selling Essay

To address your immediate need from Kendrick Foundation Company (‘KFC’) for a price quote on Curl Metal Cushion Pads (Cushion pads or ‘CMCP’), it would be beneficial to establish a proper pricing strategy. It may also be beneficial to not only consider the short term, but also the potential long term pricing strategy for future consumers as well. To estimate the value price or price premium, it is advisable to keep in mind perceived value added propositions for your consumer. Also, as with most products, it is meaningful to perform a margin analysis based on potential pricing to customers to determine profitability of the overall product venture. Last but not least, external competition should also be considered as a factor on your product price. First, based on the information given, relative pricing analysis can be performed utilizing information from consumer purchases of conventional pads. Based on the price paid for the conventional pads for each projec t, it can be assumed the customer is willing and able to pay comparable pricing for CMCP (assuming the same benefits are created for users). A higher value price can be created by emphasizing the additional features or benefits of utilizing CMCP versus the conventional pads. The main additional features include more efficient pile driving time and less required time for change (overall less labor utilized), this value proposition can be estimated based on labor cost savings. In addition, CMCP are generally safer than the conventional pad, while the measurement of this value/benefit may be harder to measure, it is yet another selling point that could increase the price premium the customer is willing to pay for CMCP. For purposes of having a measurable pricing strategy, the focus of this analysis is on labor time savings. Assuming the average cost per Real Hour is $63/Hour for labor (HBS – Curled Metal Inc – Table A), and the willingness to pay for the material itself is same as what the customer paid for the conventional pads, the additional benefit from labor time saved (utilizing conventional pad as bench mark) can be considered cost savings to customers therefore, addition to customer perceived value. Table 1 – Revenue Analysis exhibits the cost to customer  for purchases of conventional padding (project based), this cost plus the labor cost savings switching from conventional pads to CMCP translates to an estimated per unit customer value price for CMCP. With comparable data collected for the two test customers, the estimated value pricing is $765/pad (based on selling 6 pad sets) and $1,392/pad (based on selling 5 pad sets) for size 11  ½, and $339/pad (based on selling 6 pad sets) for size >11  ½ Inch. This is evident of the upward price we can charge the customers, also, a differentiated price can be based on volume sold per set. To continue the flow of the discussion and to be conservative, we will assume the remaining discussion pertains to selling sets of 6 or at the $765/Unit (11  ½ Inch pad price) and $339/Unit (>11 1/2 Inch pad price). Second, margin analysis is necessary to determine profitability based on the aforementioned customer value pricing. Table 2 – Cost/Margin Analysis calculates the profitability per unit for short term (250 Units Production) and long term (500 Units Production), this analysis utilizes the estimated perceived value calculation along with prior information provided (HBS – Curled Metal Inc – Exhibit 6). Analysis is performed for the most popular sizing – 11  ½ inch pad, along with two other product lines to expand the production consideration. Result of the analysis concludes the 11  ½ product is most profitable among the three products. In regards to your consideration of whether to expend $150K on permanent tooling, based on our analysis, it does result in higher profit margin than using your original equipment. However, this is given that there is enough customer demand to cover the cost of the additional tooling. Lastly, based on the analysis, COGS will also decrease as production increases even with the additional spend for equipment (comparison of 500 units vs. 250 units produced). With uncertainty on market demand, and with limited resources on marketing research efforts, I would advise you to hold off on permanent tooling purchase until demand is more certain. Third, competitors and substitutable products could have an impact on product price. Since CMCP is the first of its kind to enter the market, you will have first mover advantage, however, competitors could enter the market with a similar product and additional pricing strategies, such as rebates/discounts or changes to list price may need to be considered. While it is not a huge concern during product launch period, it should something to be cognizant of  in case the product proves to be profitable. Further analysis should be performed to ensure maximum customer price value is captured. Based on the aforementioned information, I would suggest focusing efforts on the 11  ½ inch CMCP and charging the customers upwards of $765/Unit (based on selling sets of 6 pads) and $1,392/Unit (based on selling sets of 5 pads). In the short run, I would advise not to purchase the additional permanent tooling cost until there is more certainty around the demand for the product. In the long run, with proven sales records, the company can benefit from additional operational efficiencies from higher volume production. If you have any further questions regarding this, please do not hesitate to reach out to me.

Pomi

Principles of Measurement (International) For Works of Construction JUNE 1979 Published by RICS Business Services Limited, a wholly owned subsidiary of The Royal Institution of Chartered Surveyors, under the RICS Books imprint, Surveyor Court Westwood Business Park Coventry, CV4 8JE UK No responsibility for loss occasioned to any person acting or refraining from action as a result of any material included in this publication can be accepted by the authors, publisher or The Royal Institution of Chartered Surveyors. The views expressed and the conclusions drawn in this book are those of the authors. ISBN 0 85406 108 8 First Edition 1979 Reprinted 1988, 1991, 1994, 2001, 2002 and 2004  © RICS 1988. Copyright in all or part of this publication rests with the RICS, and save by prior consent of the RICS, no part or parts of this publication shall be reproduced in any form or by any means electronic, mechanical, photocopying, recording or otherwise, now known or to be devised. Printed by Q3 Print, Loughborough Foreword The use of bills of quantities is a well-established means of enabling the financial control and management of building works. The key to the success of the use of bills of quantities is a clear understanding by all parties to the contract of what is included, or excluded, in the measurement. It is this that gives rise to the requirement for clearly defined standard methods of measurement. Since these principles of measurement were first issued in 1979, many countries have developed their own more detailed standard methods. A recent survey of its international membership carried out for the RICS Construction Faculty by the Building Cost Information Service (BCIS) identified that 14 of the 32 responding countries had their own method of measurement. However, the Principles of Measurement (International) (POMI) were still being used in about half of the countries and are still widely used on international contracts. There has been a trend in the UK and elsewhere to move away from measurement-based procurement, passing the responsibility for measuring the building work down the supply chain to the contractor or sub-contractor. However, research commissioned by the Construction Faculty showed that where bills of quantities were not provided as part of the procurement process, 95% of contractors would undertake their own measurement, with the majority of this carried out in accordance with the current Standard Method of Measurement (SMM). There is no doubt that the proliferation of procurement practices will continue. However, in circumstances in which there is a degree of design certainty before the contractor is appointed, measurement-based procurement will still be appropriate. Furthermore, where design decisions are being passed down the supply chain, measurement should be undertaken at the level at which the design is carried out, in order to remove the need for duplication. It is in the interests of the industry as a whole, including its clients, that measurement is carried out consistently. There is therefore a continued need for standard methods of measurement and, by implication, a continued need for measurement skills. These principles require a detailed specification and tender drawings to be provided. RICS recognises that circumstances vary from country to country, and from contract to contract, and that the principles therefore need to be flexible in order to accommodate variations in practice and techniques. Any comments on the principles should be sent to the RICS Construction Faculty, at 12 Great George Street, Parliament Square, London, SW1P 3AD. The principles are also available in French, German and Arabic. RICS is grateful to the original authors: Michael Rainbird, Alan Charter, James Diebel, Derek Lawrence and Michael Pagulatos. Simon Cash Chairman RICS Construction Faculty December 2003 Contents SECTION GP – GENERAL PRINCIPLES GP1 Principles of measurement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 GP2 Bills of quantities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 GP3 Measurement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 GP4 Items to be fully inclusive GP5 Description of items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1/2 GP6 Work to be executed by a specialist nominated by the employer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 GP7 Goods, materials or services to be pr ovided by a merchant or tradesman nominated by the employer . . . . . . . . . . . . . . . . . .2 GP8 Work to be executed by a government or public authority . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 GP9 Dayworks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2/3 GPI0 Contingencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SECTION A – GENERAL REQUIREMENTS A1 Conditions of contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 A2 Specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 A3 Restrictions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 A4 Contractor's administrative arrangements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 A5 Constructional plant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 A6 Employer's facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 A7 Contractor's facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 A8 Temporary works . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 A9 Sundry items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 SECTION B – SITE WORK B1 Site exploration generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 B2 Trial holes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 B3 Boreholes (including pumping test wells) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 B4 Site preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 B5 Demolitions and alterations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 B6 Shoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 B7 Underpinning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 B8 Earthworks generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 B9 Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 B10 Dredging . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 B11 Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6 B12 Filling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 B13 Piling generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 B14 Driven piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 B15 Bored piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 B16 Sheet piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 B17 Performance designed piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 B18 Testing piling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 B19 Underground drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 B20 Paving and surfacing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 B21 Fencing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 B22 Landscaping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 B23 Railway work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 B24 Tunnel excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 B25 Tunnel linings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 B26 Tunnel support and stabilisat ion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 SECTION C – CONCRETE WORK C1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 C2 Poured concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 C3 Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 C4 Shuttering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 C5 Precast concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 C6 Prestressed concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 C7 Sundries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10/11 SECTION D – MASONRY D1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 D2 Walls and piers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 D3 Sills, etc . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 04 Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 D5 Sundries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 SE:CTION E – METALWORK E1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 E2 Structural metalwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11/12 E3 Non structural metalwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SECTION F – WOODWORK F1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 F2 Structural timbers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 F3 Boarding and flooring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 F4 Grounds and battens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 F5 F6 F7 F8 F9 F10 Framework . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 Finishings and fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12/13 Composlte items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Sundry items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Metalwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Ironmongery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 SECTION G – THERMAL AND MOISTURE PROTECTION G1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 G2 Coverings and linings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 G3 Damp-proof courses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 G4 Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 SECTION H – DOORS AND WINDOWS H1 Doors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 H2 Windows . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 H3 Screens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 H4 Ironmongery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 H5 Glass . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 H6 Patent glazing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14 SECTION J – FINISHES J1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 J2 Backgrounds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 J3 Finishings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 J4 Sundries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 J5 Suspended ceilings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 J6 Decorations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 J7 Signwriting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 SECTION K – ACCESSORIES K1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 K2 Partitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 SECTION L – EQUIPMENT L1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 SECTION M – FURNISHINGS M1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 M2 Curtain track . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 SECTION N – SPECIAL CONSTRUCTION N1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 N2 Enclosures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 N3 Installations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 SECTION P – CONVEYING SYSTEMS P1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 P2 Sundries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 P3 Work incidental to conveying systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 SECTION Q – MECHANICAL ENGINEERING INSTALLATIONS Q1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 Q2 Pipework and gutterwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17 Q3 Ductwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Q4 Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Q5 Automatic controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Q6 Connections to supply mains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Q7 Insulation, including linings and protective coverings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 Q8 Sundries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18 Q9 Work incidental to mechanical engineering installations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 SECTI ON R – ELECTRICAL ENGINEERING INSTALLATIONS R1 Generally . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 R2 Main circuits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 R3 Sub-main circuits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 R4 Final sub-circuits and auxiliary installations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 R5 Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 R6 Control gear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19 R7 Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 R8 Connections to supply mains . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 R9 Sundries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 R10 Work incidental to electrical engineering installations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 APPENDIX Amendments to principles of measurement †¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦ 1 SECTION GP – GENERAL PRINCIPLES GP1 Principles of measurement GP1. 1 Principles of measurement These principles of measurement provide a uniform basis for measuring bills of quantities for works of construction. More detailed information than is required by this document may measurement be given to define the precise nature of work or the circumstances under which it is to be carried out. Amendments to these principles of measurement for use in a particular locality or adopted for work not envisaged by this document shall be stated; an appendix is provided for such amendments to be recorded. These principles of measurement may be applied equally to the measurement of proposed works and of completed works. Bills of quantities The objects of bills of quantities are: 1. To assist in the accurate preparation of tenders, by providing for measurement of quantities on a uniform basis 2. To provide a basis for the financial control of a project, in accordance with the conditions of contract. Bills of quantities shall describe and represent the works to be carried out; work which cannot be measured accurately shall be described as approximate or given in bills of approximate quantities. Conditions of contract, drawings and specifications shall be provided with the bills of quantities. The section headings and classifications do not impose restrictions upon the format and presentation of bills of quantities. Measurement Work shall be measured net as fixed in position and each measurement shall be taken to the nearest 10 millimetres; this principle shall not apply to dimensions stated in descriptions. Unless otherwise stated, no deduction shall be made from items required to be measured by area for voids of less than 1. 00 m2. Minimum deductions of voids shall refer only to voids within the edges of measured areas; voids which are at the edges of measured areas shall always be deducted, irrespective of size. These principles of measurement may be used with other units of measurement but the particular amendments shall be stated. Notwithstanding these principles of measurement, a separate minor building or structure may be enumerated. Items to be fully inclusive Unless otherwise stated, all items shall be fully inclusive of all that is necessary to fulfill the Items to be fully liabilities and obligations arising out of the contract and shall include: 1. Labour and all associated costs 2. Materials, goods and all associated costs 3. Provision of plant 4. Temporary works 5. Establishment charges, overheads and profit. Description of items Items which are required to be enumerated. or for which an item is required, shall be fully described. Items which are to be measured by length or depth shall state the cross-sectional size and shape, girth or ranges of girths or such other information as may be appropriate; for items of pipework it shall be stated whether the diameter is internal or external. Items which are to be measured bv area shall state the thickness or such other information as may be appropriate. Items which are to be measured by weight shall state the material thickness and unit weight if appropriate (for example, ductwork). GP1. 2 GP1. 3 GP2 Bills of quantities GP2. 1 GP2. 2 GP2. 3 GP2. 4 GP3 Measurement GP3. 1 GP3. 2 GP3. 3 GP3. 4 GP3. 5 GP4 Items to be fully inclusive GP4. 1 GP5 Description of items GP5. 1 GP5. 2 GP5. 3 GP5. 4 1 GP5. 5 Notwithstanding these principles of measurement, proprietary items may be measured in a manner appropriate to the manufacturer's tariff or customary practice. The description of items in bills of quantities may refer to other documents or drawings and any reference to such information shall be understood to fulfill any requirement of these principles of measurement; alternatively, reference may be made to published information. Work to be executed by a specialist nominated by the employer Unless otherwise required by the conditions of contract, work which is required to be executed by a specialist nominated by the employer shall be given as a sum; such sum shall be exclusive of contractor's profit and in each case an item shall be given for the addition of profit. An item shall be given in each case for assistance by the contractor, which shall include: 1. Use of contractor's administrative arrangements 2. Use of constructional plant 3. Use of contractor's facilities 4. Use of temporary works 5. Space for specialist's offices and stores 6. Clearing away rubbish 7. Scaffolding required by the specialist, giving particulars 8. Unloading, distributing, hoisting and placing in position items of plant, machinery or the like, giving particulars. Goods, materials or services to be provided by a merchant or tradesman nominated by the employer Unless otherwise required by the conditions of contract, goods, materials or services which are required to be provided by a merchant or tradesman nominated by the employer shall be given as a sum; such sum shall be exclusive of contractor's profit and in each case an item shall be given for the addition of profit. Fixing goods and materials shall be given in accordance with the relevant clauses in these principles of measurement; fixing shall be understood to include unloading, storing, distributing and hoisting the, goods and materials. Particulars shall be given of any requirements for the contractor to arrange for delivery or pay any costs of conveying goods or materials. Work to be executed by a government or public authority Unless otherwise required by the conditions of contract, work which may only be carried out or by a government or public authority shall be given as a sum; such sum shall be exclusive of contractor's profit and in each case an item shall be given for the addition of profit. An item shall be given in each case for assistance by the contractor as described in clause GP6. . Dayworks The cost of labour in dayworks shall be given as a sum; alternatively, a schedule of the different categories of labour may be given containing a provisional quantity of hours for each category. The cost of labour included in a sum or schedule shall include wages, bonuses and all allowances paid to operatives directly engaged on dayworks (including those operating mechanical plant and transport) in accordance with t he appropriate employment agreement or, where no such agreement exists, the actual payments made to the work people concerned. The cost of materials in dayworks shall be given as a sum; alternatively, 3 schedule may be given containing a provisional quantity of different materials. The cost of materials included in a sum or schedule shall be the net invoiced price, including delivery to site. The cost of constructional plant employed exclusively in dayworks shall be given as a sum; alternatively, a schedule of the different categories of plant may be given containing a provisional quantity of hours, or such other period of time as may be appropriate, for each category. The cost of constructional plant included in a sum or schedule shall include fuel, consumable stores, repairs, maintenance and insurance of plant. An item shall be given for the addition of establishment charges. overheads and profit to each of the sums or schedules of labour, materials or plant. Description of items (continued) GPS. 6 GP6 GP6. 1 Work to be executed by a specialist nominated by the employer GP6. 2 GP7 GP7. 1 GP7. 2 Goods, materials or services to be provided by a merchant or tradesman nominated by the employer GP8 GP8. 1 Work to be executed by a government or public authority GP8. 2 GP9 GP9. 1 Dayworks GP9. 2 GP9. 3 GP9. 4 GP9. 5 GP9. 6 GP9. 7 2 Dayworks (continued) GP9. 8 Establishment charges, overheads and profit shall include: 1. Costs related to the employment of labour 2. Costs related to the storage of materials, including handling and waste in storage 3. Contractor's administrative arrangements 4. Constructional plant, except plant employed exclusively on dayworks 5. Contractor's facilities 6. Temporary works 7. Sundry items. Contingencies GP10 GP 10. 1 Unless otherwise required by the conditions of contract, contingencies shall be given as a sum; no item shall be given for the addition of profit. SECTION A – GENERAL REQUIREMENTS A1 Conditions of contract A1. 1 A1. 2 Conditions of contract A schedule of the clause headings shall be set out in the bills of quantities. Where there is an appendix to the conditions of contract requiring insertions to be made, a schedule of the insertions shall be set out in the bills of quantities. Specification Where the specification contains clauses related to any of the following General Requirements, the bills of quantities shall make reference to the appropriate clauses. Restrictions Particulars shall be given of any restrictions, which shall include: 1. Access to and possession or use of the site 2. Limitations of working space 3. Limitations of working hours 4. The maintenance of existing services on, under or over the site 5. The execution or completion of the work in any specific order, sections or phases 6. Items of a like nature. Contractor's administrative arrangements An item shall be given for contractor's administrative arrangements, which shall include: 1. Site administration 2. Supervision 3. Security 4. Safety, health and welfare of workpeople 5. Transport of workpeople. Constructional plant An item shall be given for constructional plant, which shall include: 1. Small plant and tools 2. Scaffolding 3. Cranes and lifting plant 4. Site transport 5. Plant required for specific trades. Employer's facilities Particulars shall be given of any facilities required for the employer or the employer's representatives, which shall include: 1. Temporary accommodation (for example, offices, laboratories, living accommodation), including heating, cooling, lighting, furnishing, attendance or related facilities 2. Telephones, including costs of calls; alternatively, the cost of calls may be given as a sum 3. Vehicles 4. Attendance of staff (for example, drivers, laboratory assistants) 5. Equipment (for example, surveyor laboratory equipment) 6. Special requirements for programmes or progress charts 7. Any other facilities (for example, progress photographs, signboards). A2 Specification A2. 1 A3 Restrictions A3. 1 A4 Contractor's administrative arrangements A4. l A5 Constructional plant A5. 1 A6 Employer's facilities A6. 1 3 A7 A 7. 1 Contractor's facilities An item shall be given for facilities required by the contractor, which shall include: 1. Accommodation and buildings, including offices, laboratories, compounds, stores, messrooms and living accommodation 2. Temporary fencing, including hoardings, screens, roofs and guardrails 3. Temporary roads, including hardstandings and crossings 4. Water for the works; particulars shall be given if water will be supplied to the contractor 5. Lighting and power for the works; particulars shall be given if current will be supplied to the contractor 6. Temporary telephones. Particulars shall be given where the nature or extent of the facilities is not at the discretion of the contractor. Temporary works An item shall be given for temporary works, which shall include: 1. Traffic diversion 2. Access roads 3. Bridges 4. Cofferdams 5. Pumping 6. De-watering 7. Compressed air for tunnelling. Particulars shall be given where the nature r extent of the temporary works is not at the discretion of the contractor. Sundry items An item shall be given for sundry items, which shall include: 1. Testing of materials 2. Testing of the works 3. Protecting the works from inclement weather 4. Removing rubbish, protective casings and coverings and cleaning the works at completion 5. Traffic re gulations 6. Maintenance of public and private roads ‘ 7. Drying the works 8. Control of noise and pollution 9. All statutory obligations Particulars shall be given where the nature or extent of the sundry items is not at the discretion of the contractor. Sundry items Temporary works Contractor's facilities A7. 2 A8 A8. 1 A8. 2 A9 A9. 1 A9. 2 SECTION B – SITE WORK B1 B1. 1 B1. 2 B1. 3 B2 B2. 1 Site exploration generally Keeping records of site observations, site tests and laboratory tests shall be given as an item. Samples, site observations, site tests, a oratory tests an analyses shall be given as an item, Providing reports shall be given as an item. Trial holes Excavating trial holes shall be measured by depth, taken along the centre line, stating the number and the maximum depth below commencing level. Earthwork support which is not at the discretion of the contractor shall be measured by depth. Boreholes (including pumping test wells) Driving boreholes shall be measured by depth, taken along the centre line, stating the number and the maximum depth below commencing level; raking boreholes shall be so described. Lining which is not at the discretion of the contractor shall be measured by depth. Cap pings shall be enumerated. Boreholes (including pumping test wells) Trial holes Site exploration generally B2. 2 B3 B3. 1 B3. 2 B3. 3 4 B4 Site preparation B4. 1 B4. 2 B4. 3 Site preparation Removing isolated trees shall be enumerated. Removing hedges shall be measured by length. Site clearance, which shall include removing vegetation, undergrowth, bushes, hedges, trees or the like, shall be measured by area. Demolitions and alterations The location of each item shall be given. Unless otherwise stated, old materials shall be understood to become the property of the contractor and shall be cleared away; old materials required to remain the property of the employer shall be so described. Removing individual fittings, fixtures, engineering installations or the like from an existing structure shall each be given as an item. Demolishing individual structures (or part thereof) shall each be given as an item; alternatively, demolishing all structures on a site may be given as an item. Cutting openings in existing structures and alterations to existing structures shall each be given as an item; making good all work damaged shall be understood to be included. Temporary screens and roofs shall be given as an item. Shoring Shoring incidental to demolitions and alterations, together with clearing away and making good all work damaged, shall be understood to be included. Shoring (other than that incidental to demolitions and alterations) shall be given as an item, stating the location; clearing away and making good all work damaged shall be understood to be included. Particulars shall be given where the design of the shoring is not at the discretion of the contractor. Shoring which is required by the specification to be left in position shall be so described. Underpinning Work in underpinning shall be given under an appropriate heading, stating the location. Unless otherwise stated, work shall be measured in accordance with the appropriate sections of this document. Temporary support shall be given as an item; particulars shall be given where the design of the temporary support is not at the discretion of the contractor. Excavation shall be measured by volume, taken to the outside line of the projecting foundations or to the outside line of the new foundations (whichever is the greater), classified as follows: 1. Excavation in preliminary trenches down to the base of the existing foundations 2. Excavation below the base of the existing foundations. Cutting away projecting foundations shall be measured by length. Earthworks generally Any information available concerning the nature of the ground and strata shall be provided with the bills of quantities. The quantities for excavation, dredging or tunnelling shall be understood to be the bulk before excavation, and no allowance shall be made for any ‘orking space or subsequent variation in bulk; existing voids shall be deducted. Multiple handling of materials and transporting about the site shall be understood to be included; multiple handling which is required by the specification shall be so described in the item of disposal. Earthwork support shall be given as an item. Excavation in rock shall be so described; alternatively, it may be measured as extra over excavation (that is, B5 Demolitions and alterations B5. 1 B5. 2 B5. 3 B5. 4 B5. 5 B6 Shoring B6. 1 B6. 2 B6. 3 B6. 4 B7 Underpinning B7. 1 B7. 2 B7. 3 B7. 4 B7. 5 B8 Earthworks generally B8. 1 B8. 2 B8. 3 B8. 4 B8. 5 5 the volume of rock shall be measured bur no deduction shall be made from the volume of excavation in which the rock occurs). B8. 6 For the purposes of measurement rock is defined as any material met with which is of such size or position that. n the opinion of the employer's representative. It can only be removed by means of wedges, special plant or explosives. Excavation Unless otherwise stated, excavation shall be measured by volume as the void which is to be occupied by the permanent construction, or vertically above any part of the permanent construction, classified as follows: 1. Oversite excavation to remove top soil, stating the average depth 2. Excavation to reduce levels 3. Excavation in cuttings 4. Basement excavation 5. Trench excavation to receive foundations, which shall include pile caps and ground beams 6. Pit excavation to receive foundation bases, stating the number 7. Excavation for diaphragm walls, stating the width of the permanent construction and the type of support fluid. Excavation of trenches for service pipes, drain pipes, cables or the like shall each be measured by length, stating the average depth; disposal and filling shall be understood to be included. For excavation in tunnelling see clause B24. Dredging Dredging shall be measured by volume, stating the location and limits; unless otherwise stated, measurement shall be understood to be taken from soundings. Disposal Disposal of material arising from excavation, dredging or tunnelling shall be measured by volume as equal to the volume of excavation, dredging or tunnelling and each shall be classified as follows: 1. Backfilled into excavation 2. Backfilled in making up levels 3. Backfilled oversite to make up levels, giving details of special contouring, embankments or the like 4. Removed, which shall include providing a suitable tip. Filling Filling material (other than that arising from excavation, dredging or tunnelling) shall be measured by volume as equal to the void to be filled, classified as follows: 1. Filled into excavation 2. Filled in making up levels 3. Filled oversite to make up levels, giving details of special contouring, embankments or the like. Piling generally For the purposes of measurement, driven piling shall include timber, precast concrete or metal piles. Other piling systems (for example, preformed casing with concrete filling) shall be measured in accordance with the principles for driven piling or bored piling as may be appropriate. Unless otherwise stated, reinforcement shall be measured in accordance with Section C. Driven piling Supplying piles shall be measured by length, stating the number; reinforcement shall be given separately. Heads and shoes shall be enumerated. Driving piles shall be measured by length, taken from the pile point in contact with the ground when pitched to the pile point when driven, stating the number; driving piles on rake shall be so described. Cutting off tops of piles and connections for lengthening piles shall be enumerated. Earthworks generally (continued) B9 B9. 1 Excavation B9. 2 B9. 3 B10 B10. 1 Dredging B11 B11. 1 Disposal B12 B12. 1 Filling B13 B13. 1 B13. 2 Piling generally B13. 3 B14 B14. 1 B14. 2 B14. 3 Driven piling B14. 4 6 B15 Bored piling B15. 1 Bored piling Boring for piles shall be measured by length, taken from the formation level of the ground to the bottom of the pile hole, stating the number; the measurement shall include for blind boring when the pile top is to be below the formation level of the ground. Boring through rock shall be measured by length as extra over boring for piles (that is, the length of boring through rock shall be measured but no deduction shall be made from the total length of boring). Linings for piles shall be measured by length. Disposal of material arising from boring shall be measured in accordance with clause B11. Concrete filling shall be measured by volume. Cutting off tops of piles and forming enlarged bases shall be enumerated. Sheet piling The measurements for sheet piling shall be taken along the centre line. Supplying sheet piling shall be measured by area, taken as the area when in final position. Corner piles or the like shall be measured by length. Driving sheet piling shall be measured by area, taken from the formation level of the ground to the bottom edge of the sheet piling when driven; strutting and waling and withdrawing sheet piling shall be understood to be included. Cutting sheet piling shall be measured by length. Sheet piling which is required by the specification to be left in position shall be so described. Performance designed piling Performance designed piles shall be enumerated; reinforcement and disposal of material arising from boring shall be understood to be included. Details shall be given when the pile top is to be below the formation level of the ground. Testing piling Testing piling, which shall include trial piles and testing working piles, shall be given as an item. Underground drainage Drain pipes shall be measured by length, taken along the centre line over all fittings; drain pipes within inspection chambers or the like shall be so described and shall be understood to drainage include fixings and supports. Drain fittings in the length (for example, bends, junctions) shall be enumerated, grouped together for each size of pipe and described as ‘fittings'. Drain accessories (for example, gullies, traps) shall be enumerated; concrete surrounds and additional excavation shall be understood to be included. Concrete beds and coverings for drain pipes shall each be measured by length, stating the diameter of the pipe; surrounds to vertical pipes shall be so described and shall be understood to include formwork. Inspection chambers or the like shall be enumerated; alternatively, they may be measured in accordance ‘ith the relevant sections of this document and given under an appropriate heading. Connections to existing drains shall be enumerated, subject to clause GP8. Paving and surfacing Paving and surfacing shall be measured by area. Expansion joints and ‘ater stops shall be measured by length. B15. 2 B15. 3 B15. 4 B15. 5 B15. 6 B16 Sheet piling B16. 1 B16. 2 B16. 3 B16. 4 B16. 5 B16. 6 B17 B17. 1 B17. 2 B18 Testing piling B18. 1 B19 Underground drainage B19. 1 B19. 2 B19. 3 B19. 4 B19. 5 B19. 6 B20 Paving and surfacing B20. 1 B20. 2 7 B20. 3 B21 B21. 1 Channels, curbs, edgings or the like shall be measured by length; curved work shall be so described. Fencing Fencing, which shall include posts and supports in the length, shall be measured by length; excavating pits, disposal and filling shall be understood to be included. Special posts (for example, gate posts, straining posts) shall be enumerated; excavating pits, disposal and filling shall be understood to be included. Gates, barriers or the like shall be enumerated. Finishes shall be measured in accordance with Section J. Landscaping Cultivating and fertilising ground shall be measured by area. Soiling, seeding and turfing shall be measured by area. Hedges shall be measured by length. Trees and shrubs shall be enumerated. Railway work Track, guard rails and conductor rails shall each be measured by length, taken along the centre line over all fittings; curved work shall be so described. Sleepers and chairs shall be enumerated. Switches and crossings shall be enumerated, classified as follows: 1. Switches and turnouts 2. Diamond crossings 3. Single slip crossings 4. Double slip crossings 5. Other switches and crossings. Ballast shall be measured by volume, without deduction for track, classified as follows: 1. Bottom ballast, placed before the track is laid 2. Top ballast, placed after the track is laid. Concrete track foundations shall be measured by length, except that overwidth foundations for switches and crossings shall be measured by area; reinforcement and shuttering shall be understood to be included. Bitumen filler to complete rail assemblies shall be measured by length. Buffer stops, wheel stops or the like shall be enumerated. Signalling installations shall be measured in accordance with Section L or Section R. Tunnel excavation Excavation shall be measured by volume as the void which is to be occupied, including the volume of permanent linings, grouped as may be appropriate to identify different lengths and classified as follows: 1. Straight tunnels 2. Straight shafts 3. Curved tunnels 4. Curved shafts 5. Tapered tunnels 6. Tapered shafts 7. Other cavities, which shall include transitions, breakaways and intersections between shafts and tunnels. Forward probing shall be measured by length, stating the number of probes. For disposal see clause B11. Paving and surfacing (continued) Fencing B21. 2 B21. 3 B21. 4 B22 B22. 1 B22. 2 B22. 3 B22. 4 B23 B23. 1 Landscaping Railway work B23. 2 B23. 3 B23. 4 B23. 5 B23. 6 B23. 7 B23. 8 B24 B24. 1 Tunnel excavation B24. 2 B24. 3 8 B25 Tunnel linings B25. 1 Tunnel linings Poured concrete linings shall be measured by area, stating whether spray or cast concrete, classified as follows: 1. lining 2. Secondary lining. Preformed segmental tunnel linings shall be enumerated. Tunnel support and stabilisation Timber supports shall be measured by volume. Sprayed concrete supports and reinforcement shall be measured by area. Rock bolts shall be measured by length. Face packers shall be enumerated. Metal arch supports shall be measured by weight. Injection of grout materials shall be measured by weight. B25. 2 B26 Tunnel support and stabilisation B26. 1 B26. 2 B26. 3 B26. 4 B26. 5 B26. 6 SECTION C – CONCRETE WORK C1 Generally C1. 1 C1. 2 Generally Reinforced poured concrete and plain poured concrete shall each be so described. Poured concrete required by the specification to be placed, compacted, cured or otherwise treated in a particular manner shall be so described. No deduction shall be made for voids less than 1. 00 m3, nor for the volume of any reinforcement or structural metal enclosed in the concrete, except that voids caused by boxed or tubular structural metalwork shall always be deducted. Unless otherwise described, horizontal surfaces of concrete shall be understood to be tamped. Poured concrete Unless otherwise stated, poured concrete shall be measured by volume, classified as follows: 1. Foundations, which shall include combined or isolated bases 2. Pile caps, which shall include ground beams 3. Blinding 4. Beds, which shall include roads and footpaths, stating the thickness 5. Suspended slabs, which shall include floors, landings, roofs or the like, stating the thickness 6. Walls, which shall include attached columns, stating the thickness 7. Columns, which shall include casing to metal stancheons 8. Beams (measured below the slab), which shall include lintels and casing to metal beams 9. Staircases, which shall include steps and strings 10. Diaphragm walls 11. Other classifications (for example, tunnel linings, bridge abutments) as may be appropriate. Poured concrete suspended slabs of special construction, including floors, landings, roofs or the like, shall be measured by area; coffered and troughed slabs shall be so described, giving details of solid margins or the like. Where an item is required to be measured by volume and the thickness stated, then items of differing thickness may be grouped together, provided that the range of the different thicknesses is stated. Reinforcement The weight of bar reinforcement shall be the net weight without addition for rolling margin, supports, spacers or tying wire. Bar reinforcement shall be measured by weight, stating the diameter; bars of iffering diameters shall be given separately. Fabric reinforcement shall be measured by area, without addition for laps. C1. 3 C1. 4 C2 Poured concrete C2. 1 C2. 2 C2. 3 C3 Reinforcement C3. 1 C3. 2 C3. 3 9 C3. 4 C4 C4. 1 Reinforcement shall be given as an item where the detailed design work is the responsibility of the contractor. Shuttering Unless ot herwise stated, shuttering shall be measured by area, taken as the net area in contact with the finished face of concrete, classified as follows: 1. Soffits; shuttering to soffits of special construction shall be so described 2. Sloping soffits, which shall include soffits of staircases 3. Sloping upper surfaces, which shall include surfaces more than 15 ° from horizontal 4. Sides of foundations, which shall include bases, pile caps and ground beams 5. Sides of walls, which shall include attached columns 6. Returns to walls, which shall include ends, projections and reveals of openings or recesses 7. Sides and soffits of beams, which shall include lintels and breaks in soffits; isolated beams shall be so described 8. Sides and soffits of sloping beams, which shall include lintels and breaks in soffits; isolated beams shall be so described 9. Sides of columns 10. Staircases, which shall include treads, isers and strings but exclude soffits 11. Other classifications (for example, tunnel linings, bridges, bridge abutments) as may be appropriate. Shuttering to edges, which shall include face of curb or upstand or break in upper surface of floor, shall be measured by length; items of differing height may be grouped together, provided that the range of different heights is stated. Grooves, which shall include throats, rebates, chamfers or the like, 2500 mm2 sectional area or over shall be measured by length; grooves less than 2500 mm2 sectional area shall be understood to be included. Shuttering may be enumerated where it is more appropriate to do so (for example, decorative features). Shuttering which is required by the specification to be left in position shall be so described. Shuttering to curved, conical and spherical surfaces shall each be so described. Shuttering to provide a special finish shall be so described. Unless otherwise stated, if the volume of concrete has not been deducted, shuttering to the faces of a void shall be understood to be included. Precast concrete Moulds for precast units shall be understood to be included. Reinforcement shall be measured in accordance with clause C3 and given under an appropriate heading; alternatively, it may be described in the item. Floor slabs, partition slabs or the like shall be measured by area. .' Lintels, sills, duct covers or the like shall be measured by length; alternatively, duct covers may be measured by area. Structural units (for example, beams, stanchions, tunnel rings) shall be enumerated. Padstones, cappings or the like shall be enumerated. Prestressed concrete Prestressed concrete work shall be given under an appropriate heading. Prestressed concrete shall be measured by volume, classified in accordance with clause C2. Reinforcement shall be measured in accordance with clause C3; supporting steel wires or cables shall be measured by weight. Shuttering shall be measured in accordance with clause C4, stating whether to pre-tensioned or post-tensioned members. Sundries Surfaces finished to falls or cross-falls shall be measured by area. Reinforcement (continued) Shuttering C4. 2 C4. 3 C4. 4 C4. 5 C4. 6 C4. 7 C4. 8 C5 C5. 1 C5. 2 Precast concrete C5. 3 C5. 4 C5. 5 C5. 6 C6 C6. 1 C6. 2 C6. 3 Prestressed concrete C6. 4 C7 C7. 1 Sundries 0 Sundries (continued) C7. 2 C7. 3 C7. 4 C7. 5 Surface finishes shall be measured by area, except that tamped finishes shall be understood to be included. Expansion material or the like shall be measured by area. Designed joints, water stops, cast-in channels or the like shall be measured by length. Forming sinkings, channels or the like shall be measured by length and, where approp riate, the item may include additional excavation, hardcore, shuttering and concrete; alternatively, they may be enumerated. Fixings, ties, inserts or the like shall be enumerated; alternatively, they may be measured by area. Mortices, holes or the like shall be understood to be included. C7. 6 C7. 7 SECTION D – MASONRY D1 Generally D1. 1 D1. 2 D2 Walls and piers D2. 1 Generally Sloping, battering and curved work shall each be so described. Reinforced masonry shall be so described. Walls and piers Walls and piers shall be measured by area, classified as follows: 1. Walls; integral piers shall be measured as walls of combined pier and wall thickness 2. Walls built against other construction 3. Cavity walls measured as a composite item, including skins and cavity; alternatively, the skins and cavity may each be measured by area. Closing cavity walls at ends or around openings shall be understood to be included 4. Isolated piers. Faced or fair faced work shall each be so described; alternatively, it may be measured as extra over walls, stating whether faced or fair faced on one or both sides (that is, the area of faced or fair faced work shall be measured but no deduction shall be made from the area of walling on which the faced or fair faced work occurs). Sills, etc. Sills, copings, oversailing or receding courses or the like shall be measured by length. Arches shall be measured by length. Reinforcement Reinforcement shall be measured in accordance with clause C3; alternatively, fabric reinforcement may be measured by length. Sundries Concrete filling to cavities shall be measured by area. Expansion joints or the like shall be measured by length. Air bricks or the like shall be enumerated. D2. 2 D3 Sills, etc. D3. 1 D3. 2 D4 Reinforcement D4. 1 D5 Sundries D5. 1 D5. 2 D5. 3 SECTION E – METALWORK E1 Generally E1. 1 Generally The weight of metalwork shall be the net weight, without addition for rolling margin or welding material and without deduction for holes, splay cuts, notches or the like. Welded, riveted or bolted work shall each be so described. Structural metalwork Unless otherwise stated, structural metalwork shall be measured by weight, classified as follows: 1. Grillages 2. Beams 3. Stanchions E1. 2 E2 Structural metalwork E2. 1 11 4. 5. 6. 7. E2. 2 E2. 3 E2. 4 E2. 5 Portal frames, stating the number Roof trusses, stating the number Support steelwork, which shall include sheeting rails, braces, struts or the like Other classifications, as may be appropriate. Structural metalwork (continued) Fittings (for example, caps, brackets) shall be given as an item. Fixings (for example, bolts, distance pieces, rivets) shall be given as an item. Wedging and grouting bases or the like shall be enumerated. Holding down bolts or the like shall be enumerated; temporary boxes and grouting shall be understood to be included. Protective treatment shall be given as an item. Non-structural metalwork Floor plates, duct covers, sheet metal coverings and linings or the like shall be measured by area. Bearers, balustrades, handrails (except where included with a staircase), frames or the like shall be measured by length. Matwell frames, cat ladders, gates, staircases or the like shall be enumerated. Non-structural metalwork E2. 6 E3 E3. 1 E3. 2 E3. 3 SECTION F – WOODWORK F1 F1. 1 Generally Timber which is sawn (that is, not milled) and timber which is finished (that is, milled) shall each be so described. Descriptions of timber members shall state whether the sizes are basic (that is, before machining) or finished (that is, milled, within permitted deviations). Structural timbers Structural timbers shall be measured by length, classified as follows: 1. Floors and flat roofs 2. Pitched roofs 3. Walls 4. Kerbs, bearers or the like 5. Cleats, sprockets or the like. Strutting and bridging between joists shall be measured by length, taken overall the joists. Boarding and flooring Unless otherwise stated, boarding and flooring shall be measured by area, without addition for joints or laps, classified as follows: 1. Floors, which shall include landings 2. Walls, which shall include returns, reveals of openings or recesses and attached and unattached columns 3. Ceilings, which shall include attached and unattached beams and soffits of staircases 4. Roofs, which shall include tops and cheeks of dormers and sides and bottoms of gutters, stating whether flat, sloping or vertical; firring pieces and bearers shall be understood to be included. Eaves and verge boards, which shall include fascias, barge boards or the like, shall be measured by length. Fillets and rolls shall be measured by length. Grounds and battens Open-spaced grounds and battens shall be measured by area, taken overall. Individual grounds and battens shall be measured by length. Framework Framework shall be measured by area, taken overall; alternatively, it may be measured by length. Framework Grounds and battens Boarding and flooring Structural timbers Generally F1. 2 F2 F2. 1 F2. 2 F3 F3. 1 F3. 2 F3. 3 F4 F4. 1 F4. 2 F5 F5. 1 12 F6 Finishings and fittings F6. 1 Finishings and fittings Finishings shall be measured by length, classified as follows: 1. Cover fillets, which shall include architraves, skirtings or the like 2. Beads, which shall include stops or the like 3. Edgings, which shall include window boards, nosings or the like. Unless otherwise stated, fittings shall be measured by length, classified as follows: 1. Work tops, which shall include seats or the like 2. Handrails or balustrades. Shelving shall be measured by area; alternatively, it may be measured by length. Backboards or the like shall be enumerated. Built-up members shall be so described. Plastic coverings or the like shall be described with the item on which they occur, stating whether on one or more faces; alternatively, they may be measured separately by area. Sheet linings shall be measured by area, classified as follows: 1. Walls, which shall include returns, reveals of openings or recesses and attached and unattached columns 2. Ceilings, which shall include attached and unattached beams and soffits of staircases. Composite items Unless otherwise stated, composite items (which shall mean items which might be fabricated off-site whether or not they are fabricated off-site) shall be enumerated; all metal work or the like shall be understood to be included. Any associated work (for example, decorations) shall be measured in accordance with the relevant sections of this document. Sundry items Finished surfaces on sawn items shall be measured by length. Metalwork Metalwork items associated with woodwork shall be enumerated; alternatively, waterbars or the like may be measured by length. Ironmongery Units or sets of ironmongery shall be enumerated. F6. 2 F6. 3 F6. 4 F6. 5 F6. 6 F6. 7 F7 Composite items F7. 1 F7. 2 F8 Sundry items F8. 1 F9 Metalwork F9. 1 F10 Ironmongery F10. 1 SECTION G – THERMAL AND MOISTURE PROTECTION G1 Generally G1. 1 G1. 2 G2 Coverings and linings G2. l Generally Work shall be measured flat without addition for laps or seams. Curved, spherical and conical work shall each be so described. Coverings and linings Unless otherwise stated, roofing, tanking, waterproof coveri