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Page Title: Material Estimates
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Table  2-4.—Production  Efficiency  Guide  Factor  Chart
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Builder Advanced - Construction manual for building structures
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Figure 2-15.—Construction Activity Summary Sheet (front).

Figure  2-14.—Production  efficiency  graph. The activity duration is increased by including the availability  factor  to  account  for  time  lost  from  the project site. The actual crew you would expect to see on the jobsite on the average day would be the assigned crew multiplied by the availability factor. Always use the availability factor. If  in  the  drywall  example,  you  had  a  crew  of  12 assigned, 1 hour for lunch each day, total travel to and from  jobsite  is  1  hour,  and  a  total  of  30  minutes  for breaks each day, how long would it take to complete this  task  (  if  the  availability  factor  0.75,  and  the man-day  equivalent  is  .9375)?  Remember  to  use  the revised  man-day  estimate,  which  includes  the  delay factor. The equation would be written as follows: Duration = 70 ÷ 12 ÷ 0.75 ÷ .9375 =  8.3 or 9 workdays. Construction Activity Summary (CAS) Sheets Once the master activities have been broken into construction  activities,  you  will  need  to  use  a  CAS sheet (figs. 2-15 and 2-16) for each activity. In addition to the activity description and the scheduled dates, all the required resources are shown on the front. Safety and QC requirements are on the back. The space at the bottom of the back page should be used for man-day and duration calculations. The CAS sheets should be able to stand alone. The CAS   sheets   should   contain   all   of   your   notes, information, and calculations pertaining to man-days, durations, tools, and equipment. In this way, if you are not  available,  someone  else  can  use  this  information and the project can continue. It is very important that CAS sheets be filled out correctly. Almost all of your remaining  planning  is  driven  from  the  CAS  sheets. Always  use  a  pencil  to  fill  them  out,  because  they change constantly. MATERIAL  ESTIMATES MATERIAL   ESTIMATES   are   also   used   to procure  construction  material  for  a  given  project,  to determine  whether  sufficient  material  is  available  to construct  a  given  project,  and  to  determine  the  labor involved  to  install  the  material.  The  following  is  a suggested   procedure   for   preparation   of   a   material estimate.  First,  obtain  a  work  element  checklist  by referring  to  the  P-405,  then  estimate  the  quantity  of material needed for each activity by using the P-405 and any previous experience. Use the conversion chart from   table   2-5,   whenever   possible,   for   estimating waste  factors  and  the  conversion  of  material.  This conversion should be done on a work sheet when the estimator  records  how  each  quantity  of  material  was obtained.  A  typical  material  estimate  work  sheet  is shown  in  figure  2-17.  Each  step  can  readily  be understood when the work sheets are reviewed. 2-29

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