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How To Job Cost

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To job cost a project using ICFs, you need only a few pieces of information: the external linear length of wall, the external height of the wall, the number of 90 degree corners, and the number of 45 degree corners. This information can be found on the project plans. For this example, 114 meters will be used as the linear length of wall.



Count the number of 90 degree corners in the building. Multiply the number of 90 degree corners by the length of one 90 degree corner. For this example, use 1.2 meters for each 90 degree corner. If the project had thirteen (13) 90 degree corners, then the total length in 90 degree corner forms would be 13 times 1.2 meters or 15.6 meters. Follow the same method for the 45 degree corners using 0.94 meters for the length of each 45 degree corner. In this example, the project has four (4) 45 degree corners which would equal 3.76 meters. Add these two values together to get the total lineal length of corner forms. In this example, the project has 19.36 meters of corner length.

Subtract the total lineal length of corners from the total lineal length of the walls. 114 meters of wall minus 19.36 meters of corner equals 94.64 meters. Divide this number by the length of a straight form. For our example, the length of a straight form is 2.438 meters. 94.64 meters divided by 2.438 equals 38.8. This is the number of straight forms per course.

To get the number of courses for the wall, divide the wall height by the height of one form. For our example, the height of one form is 0.457 meters. Round up to the nearest form. Assuming a 3.658 meter wall height, this project would need 8 courses.

The number of straight forms equals the number of straight forms per course multiplied by the number of courses. The number of 90 degree corner forms needed equal the number of 90 degree corners in the building times the number of courses. The number of 45 degree corners needed equals the number of 45 degree corners in the building times the number of courses. This project would need 311 straight forms, one hundred and four (104) 90 degree corners, and thirty-two (32) 45 degree corners.

It is possible to reduce the number of straight forms needed by calculating the total area of straight forms and subtracting the total area of all windows and doors. For this calculation, use 1.12 square meters per straight form. However, care should be taken to account for construction error and wastes. Also consider that T corner forms would be used in the place of straight forms in intersecting corners.

The amount of concrete need is calculated by totaling the cavity volume of each form used. Each straight form holds 0.12 cubic meters of concrete. The 90 degree and 45 degree corners hold 0.048 cubic meters and 0.046 cubic meters respectively. Considering that horizontal rebar is placed in every course and vertical rebar is placed every 40 cm, this project would need 1,028.7 meters of rebar.

Labor is calculated using 0.424 hours per form. This includes the time it would take a two person crew to build the ICF building, place rebar, and pour concrete. In this project, 447 forms would be used. It would take a two person crew 190 hours or 5 weeks to complete this project.
How To Job Cost
Most job costing and budgeting systems show only the summary of these four levers which does not tell the whole picture nor does it provide the critical feedback between operations and estimating so that the entire system can be fine-tuned.

If the project team is only focused on the bottom-line job costs there is a huge opportunity for improvement in profitability as the entire project team begins to understand each of these levers and how they individually relate to job costs. We will dive briefly into a discussion of these four critical levers and how they relate to job costs.

Method: The method chosen for installation ? for example, when trenching you could choose benching, sloping or using shoring. You may also choose a trenchless (directional drilling) installation. Each method has different production levels and costs associated with it. During the estimating phase specific installation methods are chosen for each activity. During the pre-planning of the project adjustments to these methods may be made. Production target rates and the project budget are based on the method. Changing methods may lower or increase costs but a change in method should not be considered the same as a production increase or decrease.

Procurement: The amount actually paid for a product or service. Getting pipe for $2.50 per foot versus $3.10 per foot is an example of procurement management. Average labor cost increases or decreases are also examples of procurement. Though these will lower costs they are distinct from quantity or production variables. Even if the procurement leads to securing a piece of equipment cheaper than estimated this is still not considered a production management item.

Quantity: This is a huge variable and feedback to the estimator is very important because variations have big effects on profitability but are also relatively simple to fix through take-off methods. It is very dangerous to lump quantity into production. These are two very distinct parts of the estimate process and feedback must come back separately in order to truly refine the process. The key is looking at a task and figuring out a common unit to view as a quantity. For some tasks such as trenching this may be simple (linear feet) but for other tasks such as electrical branch rough-in this may be more challenging because of all the different sizes and types of conduit involved. It is on these tasks that are more difficult (such as electrical branch) that it is even more likely that the quantity take-off process can be refined to be more in-sync with operations.

Production: The actual rate a crew produces at. For example getting a backhoe crew to completely install 300 feet of 4" sewer laterals in an 8 hour day is better than having the same crew installing 250 feet in the same 8 hour day. There are a lot of variables involved in making this comparison so it is important to eliminate as many variables as possible. The first variable we eliminate is cost variations by establishing average labor and equipment rates based on the estimate and inclusive of a standard mobilization charge spread over 5 days. Whether this cost number is a little high or a little low it will allow comparison between days. The second major variable is in the work complexity. The laterals on one day may be deeper, shorter or the ground may be harder than those done on the next day. Production tracking is the most challenging of the variables but also the one with the biggest opportunity for increased profitability (or losses.)

When systems are put in place to monitor each of these variables separately and when your project team starts discussing these four profit levers while pre-planning the project, during construction and in the post-job review your overall profitability will increase significantly.

D. Brown Management provides Construction Pre-Planning Facilitation services that cover production tracking methodologies and can add valuable dollars to your bottom-line.
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About Author
Both Lakisha David & John Smith are contributors for EditorialToday. The above articles have been edited for relevancy and timeliness. All write-ups, reviews, tips and guides published by EditorialToday.com and its partners or affiliates are for informational purposes only. They should not be used for any legal or any other type of advice. We do not endorse any author, contributor, writer or article posted by our team.

Lakisha David has sinced written about articles on various topics from Health, Politics. Lakisha David is a construction manager for Light Ready Construction, LLC, specializing in ICFs. Want to know more about building with ICFs in Ghana? To find additional resources, including videos, go to. Lakisha David's top article generates over 2400 views. to your Favourites.

John Smith has sinced written about articles on various topics from Programming, Health Insurance and Site Promotion. David Brown is president of D. Brown Management and specializes in helping contractors improve their project management and operations processes. With a "hands-on" approach based on over 17 years of experience from apprentice electrician through executive. John Smith's top article generates over 110000 views. to your Favourites.
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