sgauntt-ia5
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School
Washington State University *
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Course
370
Subject
Industrial Engineering
Date
Dec 6, 2023
Type
Pages
4
Uploaded by stephengauntt177
Letter of Transmittal
SRG Construction
DATE 3-3-2023
JOB NO. 2023-03
1920 NE Terre View Dr.
RE: Procore Certification
Pullman, WA 99163
PHONE
: (509)555-2784
FAX
: 509-555-2784
EMAIL
: office@srgconstruction.com
WEBSITE
: srgconstruction.com
TO
:
Darhl Edwards
EME Bldg. Room 202D
ATTENTION:
Professor
WE ARE SENDING YOU: XX Attached ______ Under separate cover via_____the foliowing items:
_____ Shop drawings ___ Prints
Plans ______Samples_____Specifications
______Copy of letter ______Change order XX Other: Procore Certification
# Copies
Date
1
3-3-23
Procore Student Certification
1
3-3-23
Procore Project Management Certification
1
3-3-23
Procore Quality and Safety Certification
THESE ARE TRANSMITTED as checked below:
______
For approval ______Approved as submitted ______Resubmit ____copies for approval
______For your use ______Approved as noted _____Submit _____copies for distributIon
_XX_As requested ______Returned for correction
____For review & comment ______Return ______copies for corrected prints
______FOR BIDS DUE______________________________
____PRINTS RETURNED AFTER LOAN
REMARKS
SIGNED
_________________________________________________________________________________COPY TO:_______
Stephen Gauntt
____________________________________________________
Cst M 370 - Estimating I | Production Rates in Estimating & Management
8
INDIVIDUAL ASSIGNMENT # 3
PROBLEMS:
The following problems are designed to assess your comprehension of the material conveyed
prior.
Show all of your math/steps and solve the problems in the space provided below.
All
solutions shall be highlighted by placing them in a box AND all productions rates shall be
expressed in a minimum of FOUR decimal places (e.g.,
) .
No ink!!
1.
Convert the output of 2,400 square feet of 3
”
EPS insulation EIFS per 8-hour day for a five-
person crew to a production rate in man-hours per square foot.
2.
Based upon the prior problem and using the J-1 crew from the chart below, estimate the
total bare labor cost to install 175,000 sf of
3” EPS
insulation.
3.
Convert the output of 1,67o square feet of brick veneer per 8-hour day for a five-person
crew to a production rate in man-hours per square foot.
4.
Based upon the prior problem and using the D-8 crew from the chart below, estimate the
total bare labor cost to install 475,300 sf of brick veneer.
5.
Convert the output of 19.3 square feet of concrete masonry unit per man-hour to a
production rate in man-hours per square foot.
6.
Based upon the prior problem and using the D-8 crew from the chart below, estimate the
total bare labor cost to install 475,300 sf of concrete masonry units.
7.
Convert the output of 67 lineal feet of trim per man-hour to a production rate in man-
hours per lineal foot.
0.2130 mhr/sf
5
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