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magic mushroom field guideSoon to be by Smartsheet.Of course, builders and clients both worry about the financial impact of cost overruns and failing to complete a project. That’s why they devote time and effort to estimating how much a project will cost before deciding to move forward with it. Clients considering large projects often seek multiple cost estimates, including those prepared by contractors and those calculated by independent estimators. Contractors use them when deciding whether to bid on a project. You usually prepare estimates with the input of architects and engineers to ensure that a project meets financial feasibility and scope requirements. It’s a core component of earned value management, a project management technique that tracks a project’s performance against the total time and cost estimate. You routinely do cost estimates for all kinds of construction projects, from building new structures to remodeling. They are also essential for large civil projects or mega-projects because of their sizable scope and the potential involvement of public money. On a mega-project, small miscalculations become magnified. In projects constructed with public funds, cost estimates increase accountability, provide transparency, and enhance trust in your ability to manage the project properly. One notorious example was the Marble Hill nuclear power plant in Indiana. The owner abandoned construction in 1984, seven years after it began.But a skilled estimator will account for as many factors as necessary — including such things as market conditions — to create an accurate estimate. For some construction projects, contractors and subcontractors prepare the cost estimates, though this is not regarded as best practice. At other times, the construction salesperson will be responsible for creating an estimate. Architectural firms may have in-house estimators, typically people who take on the estimator’s function in addition to their primary role.http://xn--80aadq3ae7aa5k.xn--p1ai/upload/commercial-cool-air-conditioner-manual.xml
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Increasingly, however, qualified independent estimators handle estimates against which one verifies the contractor’s estimates. Customers usually select the lowest bid that meets the standards and specifications they set. In a competitive bidding situation, the time and effort you spend preparing the estimate are a cost of doing business and an investment in winning the job. If urgency is a factor for a project, the speed at which you prepare a bid can also be a differentiator. See for yourself.Monitor tasks across projects and capture on-site issues through a simple form on desktop or mobile. It begins early in the construction process and can last until up to a year of occupancy or use. A commissioning provider carries out commissioning, usually a firm with experience in commissioning buildings that serve particular functions. The pre-design phase involves defining a project’s requirements: what its function(s) will be, how much it should cost, where it will be located, and any legal requirements it must comply with. Complex projects and projects which require meeting specific design requirements — such as acoustics or housing hazardous materials — will have more specialized consultants on board to ensure the design meets requirements. The architect is generally responsible for overseeing and coordinating the design process, though for some projects (such as industrial construction), an engineer may be one of the people overseeing design. The architect works first with the owner to decide on the broad strokes of the design and then increasingly closely with the other members of the design team to flesh out the structure’s design in accordance with requirements. Designing thus progresses from a schematic design phase, when the architect presents a high-level design to the owner for approval, to a design development phase, when the architect works with the design consultants to decide on specifics of the construction design.http://ajeets.com/commercial-cool-air-conditioners-manuals.xml The last step is the construction documents phase, i.e., creating construction drawings and specifications from which the contractor will build. The specifications, which various participants in the construction process read, appear in a standard format called the MasterFormat, which the Construction Specifications Institute developed. Estimators produce and revise cost estimates for the project as the architect fleshes out the design. Along with these bidding documents, they include instructions on how to submit bids, a sample of the contract agreement, and financial and technical requirements for contractors. These documents, which effectively define the scope of the work, are the basis on which contractors prepare their estimates. For more on how to develop a statement of work, consult this guide. To ensure fair bidding, all contractors receive the same information, and the project owner usually selects the lowest qualified bidder. This bid tabulation template can help you compile your estimate. The contract documents encompass the bidding documents, which now function as a legal contract between owner and contractor. Contracts can follow a number of models, depending on how complete the construction design is and how the owner and contractor bear risks. One of the basic models is a lump sum (also called a stipulated sum or turnkey) contract, which involves the contractor bidding a fixed sum for the total project and agreeing upon it when the project’s design is virtually complete. A unit price contract allows for more flexibility in design by having the owner pay the contractor per number of units they build. A cost-plus contract, signed when the design is incomplete, has the owner pay for all costs plus a predetermined fee for the contractor. A variation of this is cost plus a fee with a guaranteed maximum. A general contractor will hire specialized subcontractors for different sets of construction tasks, such as plumbing or foundation work.http://www.diamondsinthemaking.com/content/bose-lifestyle-48-series-iii-manual Throughout the construction process, the contractor engages in careful cost control, comparing actual expenditure with forecasted expenditure at multiple points in the construction process. Cost control ensures that the contractor is actually able to turn a profit. This budget template can help you compare actual costs to estimated costs. At this stage, the contractor provides the architect with a document called the punch list, which lists any incomplete work or needed corrections. After the architect inspects the structure, they will add any additional incomplete items to the punch list. If the contractor has completed the structure according to construction drawings and specifications, the architect will issue a certificate of final completion, and the contractor is entitled to receive the full payment. Instead of contracting first with a design team and then with a contractor, the owner contracts with a design-build firm, which handles both functions. The main strength of this approach is greater alignment and coordination between design and construction and a reduction of construction missteps. Accountability rests with a single party, which owners may appreciate. It can also save time and increase efficiency, and design-build processes are likely to be significantly cheaper than conventional design-bid-construct processes like the one detailed above. These become more accurate as the project’s level of definition increases. The American Society of Professional Estimators classifies estimates according to a five-level system that becomes increasingly more detailed and reliable. (Construction cost estimating has a lot in common with cost estimating for other types of projects, and you can read more about key concepts and tips in this article.) The bid estimate is the basis of the bid price offered to the customer. These category names reflect the way in which you use the estimates.http://hcberg.com/images/canon-a560-manual-download.pdf Next comes the preliminary estimate, or conceptual estimate, which you base on the schematic design. Then comes the detailed estimate, or definitive estimate, which you base on design development. The last of the design estimates is the engineer’s estimate, which you base on the construction documents. A simple template can help give an initial assessment of costs involved in a project. Contractors will draw from a number of data points to prepare their estimates, including direct costs, supervision costs, subcontractor quotes, and quantity take-offs. (We’ll look at these in more detail shortly.) The control estimate also allows contractors to plan ahead to meet upcoming costs and determine the project’s cost to completion. To simplify the process, cost estimators may use the Uniformat system of viewing a building as a set of seven functional divisions. These are: This is a crucial step in determining the cost of the work before bidding. Creating a bill of quantities is a four-step process that used to be done painstakingly by hand on paper and is now usually done with spreadsheets or specialized software. This requires scaling dimensions from drawings. One will record these in standard units such as area, volume, or length. For example, you can quantify excavation in cubic meters and steel supports in linear feet. It’s important to follow one of the standard methodologies, such as the New Rules of Measurement. The surveyor will list the number of each item in the project. Similar tasks and components are grouped together. Once you have taken off and squared all items and have obtained total dimensions, they must be merged. You make deductions for any voids or openings in the building, such as stairs. You usually present these in a hierarchy for group, subgroup, and work section. (Examples include substructure, earthwork, and site clearance.) The following are key terms and concepts, but be aware that there’s a large degree of overlap between some of them. This includes not just the basic hourly rate and benefits, but the added costs of overtime and payroll burdens, such as worker compensation and unemployment insurance. This template will help you keep track of wages and labor hours. It’s important to note that the equipment in use influences how quickly you can complete the project, so the use of equipment actually impacts many costs outside of those directly associated with running the equipment. You add these subcontractors’ quotes to the contractor’s total estimate. (It can be helpful to use a tracker to collect all the subcontractor documentation in one place. Subcontractors do the same when preparing their own quotes. Some projects have escalation clauses that address how to handle this inflation. The bond functions as a kind of guarantee of delivery. Should the contractor fail to complete the project according to the terms of the contract, the owner is entitled to compensation for monetary losses up to the amount covered by the performance bond. These include the following: the cost of acquiring land; the cost of conducting feasibility studies and the pre-design phase; paying the architect, engineer, and specialist members of the design team; the total cost of construction, which covers not just materials, equipment, and labor, but also administrative, permitting, and supervision costs, as well as any insurance fees or taxes; the cost of any temporary equipment or structures that are not part of the final construction; the cost of hiring a commissioner; and the cost of inspecting the structure when it’s near completion. Making choices that lower the total lifetime cost of a building may result in higher construction costs. Operating costs include land rent, the salaries of permanent operations staff, maintenance costs, renovation expenses (as needed), utilities, and insurance. This can happen for a number of reasons. For example, wage increases, which can be difficult to forecast, will make construction costs rise. Seasonal or natural events, such as heavy rainfall, may call for action to protect construction or restore the construction site. Large projects in urban areas may face regulatory or legal issues, such as a demand for additional permitting. And lastly, owners who begin construction without finalizing the project’s design will over-budget to account for design changes and the inevitable cost increases that result from throwing a project off schedule. In fact, so many factors can influence these costs, that cost estimators recognize that every project is unique. Waterlogged soils, previous construction, geological formations and the nature of the rock, native animal species, and the presence of historical or natural heritage sites are just a few of the things that can affect materials and labor requirements, delay the issuance of permits, and increase the time needed to complete the project. Similarly, the location of the construction site relative to economic centers can also be significant. Contractors may have to transport workers and materials for a long distance if the site is remote. In a bustling urban area, the wages may be higher. Furthermore, regulatory requirements may be stricter, and hence more expensive to fulfill or comply with, at some construction sites than at others. Lastly, certain construction sites require the completion of feasibility or impact studies, which are likely to prove expensive. Chief among these is the project schedule, as a compressed, labor-intensive schedule will incur higher costs and rush charges. Shorter projects, especially those with significant penalties for the contractor’s failure to complete the project on time, are also likely to have more expensive insurance. Also, with a project that you expect to take years to complete, you will almost certainly have to consider fluctuating market conditions and inflation. Finally, owners inviting bids may notice seasonal variations in bid amounts, since contractors are busier at some times of the year than at others. Larger, more prestigious projects may attract more reputable contractors, or there may simply be few firms capable of handling the project. Either of these scenarios can escalate project costs. Construction documents that hint at imprecision will almost certainly result in higher bids from contractors who want to err on the side of safety. On the other hand, the project engineer’s reputation can swing costs the other way, since contractors will know that plans drawn by a reputable engineer are less likely to result in efficiency losses. Some large projects require the completion of a value-engineering review before bidding commences. Value engineering, which examines the function-to-cost ratio of a project, aims at making the design as cost efficient as possible. Contingencies are allowances held in reserve for unexpected costs. Though no two projects are exactly alike, using comparable historical cost and estimate data can be an excellent way to validate estimates. Contractors may also look at successful past bids, assuming these proved accurate. Regardless of what data you use, it’s critical to have reliable data, so experienced estimators recommend using a trusted industry standard source. You’ll have to adjust most costs for inflation, depending on how old the data is. Based on the demand for labor, the required level of skill, and the condition of the construction site, which in turn hinge on such factors as the time of year, economic and market conditions, and the location of the construction site, an estimator will usually have to adjust historical labor data when creating a new estimate. For example, a contractor who notices that their actual materials costs are consistently five percent lower than those quoted in the data reference will likely adjust materials costs in future estimates so that they’re about five percent lower than those quoted in the data reference. Even with contingencies built into the estimate, factors such as design changes and unforeseeable economic conditions can quickly increase costs. Try these templates for keeping track of change orders. Contractors don’t just stand to have their profit margins cut and their reputations hit. Many end up declaring bankruptcy when it simply becomes too expensive to complete a project. And while owners shield themselves somewhat from financial losses through performance bonds and similar protections, the failure to complete a project on time may result in financial damage due to lost potential profits or an inability to pursue a strategic plan. Furthermore, those who don’t complete government projects successfully are likely to hurt the reputation of political leaders who backed them. If plotted on a graph, this phenomenon, known as an economy or diseconomy of scale depending on which way the cost varies, would appear as a non-linear relationship between facility size and costs. If the average cost rises as the number of units increases, we have a diseconomy of scale. For a discussion of how to calculate cost exponents in construction, consult Project Management for Construction. If the exponent is greater than zero but less than one, an economy of scale exists. If it is greater than one, a diseconomy of scale exists. If it is equal to one, the cost-capacity relationship is unaffected by scale. Once calculated, you can use cost exponents to adjust future cost estimates depending on the scale of a project. The major approaches to cost estimating include: So if you want to achieve a certain level of output (number of square feet built), you look for the optimal input (labor hours per square foot). Production functions can be quite accurate for forecasting input-output relationships for projects of a particular type, and there is extensive data to draw from for certain project types, like schools and hospitals, for example. The sheer amount of time it takes to produce a stick estimate invites errors due to loss of concentration or carelessness. The accuracy of this method depends on the quality of the predictive model, so it calls for a good degree of familiarity with individual predictors of total construction costs and a knowledge of statistical methods. It’s fairly quick and accurate, especially if one has used the assemblies previously, and there is evidence to justify the unit costs for each assembly. For example, you can prorate field supervision proportionally to tasks based on their share of the total basic costs. Typically a professional who is familiar with both design and construction and skilled at navigating the myriad costs associated with construction projects, the cost estimator must have both skill and training. A plurality of these estimators work in the construction industry. On large projects, multiple specialist cost estimators may be responsible for estimating different aspects of the project, so a specialization or first-hand experience in constructing certain types of structures can also be valuable. Some estimators are individuals who have risen through the ranks as construction workers. These experienced construction professionals also know how to negotiate with subcontractors and may be better able to appreciate the factors that impact estimated amounts. Most certification programs require continuing education and recertification. It’s key to keep abreast of the construction industry and also to be able to learn and implement evolving cost estimation methods and software, which we’ll talk about shortly. They should know how to communicate cost information with accuracy and integrity. Moreover, given the competitive nature of the construction industry, they must maintain confidentiality when communicating with stakeholders and commit themselves ethically to delivering accurate estimates despite possible pressures to engage in corner-cutting and expediency. Some best practices can lead to more accurate estimates and more successful bids. REFITTING I - REFITTING PREPARATION OPERATION a parts always to be replaced: Timing belt (10,02,. Note: After the two turns, the adjustable index of the tensioning roller may be in two different positions. The rotation of the tension wheel eccentric depends on the position. II - OPERATION FOR REMOVAL OF PART CONCERNED 14487 a Remove: 103268 a Loosen the nut (5) of the timing tensioning roller. - the crankshaft accessories pulley (see 11A, Top and front of engine, Crankshaft accessories pulley: Removal - Refitting, page 11A-33), Note:. I - REMOVAL PREPARATION OPERATION Mot. 1716 Removes housing with sili- cone seals. WARNING Mot. 1766 Top dead centre locating pin. Applying pressure to the engine oil sump is strictly forbidden. Note: Allow the timing sprocket (25) to rotate freely. 114429 a Fit the new timing chain guide (21). M10 bolts of the sus- 65 N.m pended engine mount- Mot. 1716 Removes housing with sili- ing support cone seals. I - REFITTING PREPARATION OPERATION WARNING Do not scrape the joint faces of the aluminium, any damage caused to the joint face will result in. M4R, and 704 a Connect the manual gearbox to the engine (see Manual gearbox: Removal - Refitting) (21A, Man- ual gearbox). Equipment required component support REMOVAL I - REMOVAL PREPARATION OPERATION WARNING It is strictly forbidden to apply any pressure to the engine oil sump. Tightening torquesm rocker cover bolts (ini- 2 N.m tial torque) rocker cover bolts (tight- 8 N.m ening torque) IMPORTANT Wear leaktight gloves (Nitrile type) for this opera- tion. Note: T o prevent any risk of unpriming the hydraulic tappets make sure that they are vertical. 123165 a Undo the air filter unit air outlet pipe clips (3). REFITTING I - REFITTING PREPARATION OPERATION a Always replace the cylinder head bolts. 1 - CLEANING THE CYLINDER HEAD a Clean the cylinder head. IMPORTANT Wear goggles with side protectors for this opera- tion. Refitting) (35A, Wheels and tyres), - the front right-hand wheel arch liner (see Front Equipment required wheel arch liner: Removal - Refitting) (55A, Ex-. IMPORTANT Wear latex gloves during the operation. WARNING 19712 Do not scrape the joint faces of the aluminium,. M9R, and 742 or 744 or 746 or 748 M9R, and 754 or 800 or 802 or 803 or 805 or 806 or 808 or 809 or 816 or 845 or 849 114037 a Remove: - the bolts (8) of the EGR pipe at the EGR cooler out-. Note: Mark each hydraulic tappet - valve rocker assem- bly in relation to the cylinder head. Immerse the hydraulic tappets in a bath of engine oil to ensure no air enters. M9R, and 754 or 800 or 802 or 803 or 805 or 806 or 808 or 809 or 816 or 845 or 849 a Refit: - the new EGR pipe at the EGR cooler outlet (check for the seal on the EGR solenoid valve end),. Failure to follow this instruction could lead to the blocking of the oilways, resulting in a rapid deteri- oration of the camshaft. Back row 138137 a At (1 4), apply beads of SILICONE ADHESIVE SEALANT (see Vehicle: Parts and consumables for the repair) (04B, Consumables - Products) with a width of 5 mm to the joint faces of the cylinder block. WARNING Protect the oilway so that foreign bodies do not enter the oil pipes in the cylinder head. Wear goggles with side protectors for this opera- a Remove the tool (Mot. Note: T o prevent any risk of unpriming the hydraulic tappets make sure that they are vertical. Camshaft marking a To check if re-priming is necessary, press the top of the tappet with your thumb. WARNING Applying excess sealant could cause it to be 113563 squeezed out when parts are tightened. III - FINAL OPERATION a Refit: 133843 - the timing chain (see 11A, Top and front of en- gine, Timing chain: Removal - Refitting, page 11A-88), - the crankshaft seal on the timing side (see 10A, Engine and cylinder block assembly, Crank-. REMOVAL I - REMOVAL PREPARATION OPERATION a Position the vehicle on a two-post lift (see Vehicle: Towing and lifting) (02A, Lifting equipment). WARNING Failure to adhere to the following procedure may cause the timing belt to be incorrectly timed. Supply by a variable opening cyclic ratio signal enables oil to be distributed to the mechanism and the dephaser angle to be adjusted. II - OPERATION FOR REMOVAL OF PART CONCERNED 128447 a Remove:. II - OPERATION FOR REMOVAL OF PART CONCERNED Mot. REMOVAL I - REMOVAL PREPARATION OPERATION a Position the vehicle on a two-post lift (see Vehicle: Towing and lifting) (02A, Lifting equipment). Equipment required indelible pencil Dial gauge magnetic holder ADJUSTMENT 86911 a Set the cylinder valves (1) in the end of exhaust, be- ginning of inlet position. REMOVAL I - REMOVAL PREPARATION OPERATION a Remove the front engine cover. 123171 120169 a Undo the intercooler air inlet pipe clip (1). To remove the oil decanter (see 11A, Top and front of engine, Rocker cover: Removal - Refitting, page 11A-139). 11A-310. Tightening torquesm lifting eye bolts 55 N.m lifting eye bolt 8 N.m lifting eye bolts 28 N.m. II - REFITTING OPERATION FOR PART CONCERNED a Refit the air filter. If replacing the air filter unit a Remove the air flowmeter (see 12A, Fuel mixture, Air flowmeter: Removal - Refitting, page 12A-33) REFITTING I - REFITTING PREPARATIONS OPERATION a Always replace the air flowmeter seal. II - REFITTING OPERATION FOR PART CONCERNED a Refit: - the air flowmeter on the air filter box cover, - the air flowmeter bolts. III - FINAL OPERATION a Connect the damper valve connector. Diagnostic tool Tightening torquesm intercooler air outlet 5.5 N.m pipe clip on the damper valve side REMOVAL I - REMOVAL PREPARATION OPERATION. Fit the (5) (Ms. 583) to the throttle valve coolant hoses. Tightening torquesm II - OPERATION FOR REMOVAL OF PART throttle valve bolts 12 N.m CONCERNED REMOVAL I - REMOVAL PREPARATION OPERATION 123725 a Disconnect the connector (2) from the throttle valve.III - FINAL OPERATION a Fit the air filter unit air outlet pipe on the throttle valve. IMPORTANT Always wear protective gear (gloves, goggles and breathing masks). Note: Be sure to work in a clean environment so as not to 124736 allow any contamination of the throttle valve. Tightening torquesm intake distributor bolts 32 N.m on the front row oil vapour rebreathing 10 N.m. Tightening torquesm intake distributor bolts 32 N.m on the back row oil vapour rebreathing 10 N.m. M9R, and 800 or 802 or 805 or 806 or 808 or 809 or 816 or 845 or 849 II - REFITTING OPERATION FOR PART a Refit the power-assisted steering pump (see Power- CONCERNED assisted steering pump: Removal - Refitting) Ms. 583 Pipe clamps. Tightening torquesm inlet manifold mount- 7 N.m ings(initial torque) inlet manifold mount- 13 N.m ings(torque) support bolt of the igni- 25 N.m tion coil connector on the inlet manifold. REMOVAL I - REMOVAL PREPARATION OPERATION 124799 a Remove the bolts (2) from the exhaust clamp. REMOVAL I - REMOVAL PREPARATION OPERATION a Position the vehicle on a two-post lift (see Vehicle: Towing and lifting) (MR 415, 02A, Lifting equip- ment). Tightening torquesm exhaust manifold studs 9 Nm upstream oxygen sen- 44 Nm bolts of the lower heat shield12 N exhaust manifold nuts 26 Nm exhaust manifold stay. II - OPERATION FOR REMOVAL OF PART CONCERNED 128455 a Unclip the heater matrix hoses from the heater ma-. REMOVAL I - REMOVAL PREPARATION OPERATION a Position the vehicle on a two-post lift (see Vehicle: 139182 Towing and lifting) (02A, Lifting equipment). REMOVAL I - REMOVAL PREPARATION OPERATION a Position the vehicle on a two-post lift (see Vehicle: 134206 a Disconnect the front row upstream oxygen sensor Towing and lifting) (02A, Lifting equipment).