Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Textbook Question
Chapter 3, Problem 3RQ
What is the difference between an estimator’s quantity takeoff and a foreman’s material takeoff?
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A. You have been employed to be in charge of quantity surveying in a civil
engineering firm. Copies of taking off sheets have been made available
to you as part of the required logistics to make you work effective.
Explain what and how you will make use of the taking of sheet to come
out with your quantities?
You are a construction site engineer. Your task is to supervise the construction of a bridge in University of Technology and Applied Sciences connecting the Administration Building and English Language Center. Which of the following would be more appropriate for constructing the bridge?
a.
Men and machinery are moved to the site.
b.
Factors of production are stationary.
c.
Product moves from one work station to another work station.
d.
Men and machines are stationary.
I want any construction example to do the
following: -
1- Measurement
(Taking dimensions and squaring)
2- Abstraction and Billing
3- Bill of Quantities
4- Final Measurement
5- Index Particulars No.
Dimensions Quantity Total
and
Unit
Waste and
Length Width Remarks Depth
(Weight) + -
you can suppose any value and an example
you want
Chapter 3 Solutions
Fundamentals Of Construction Estimating
Ch. 3 - What is the objective of a quantity takeoff?Ch. 3 - Why is it recommended that estimators follow a...Ch. 3 - What is the difference between an estimator’s...Ch. 3 - Prob. 4RQCh. 3 - What are the two components that make up a takeoff...Ch. 3 - In what order are dimensions entered onto the...Ch. 3 - Why should a figured dimension be used in...Ch. 3 - Why should an estimator include headings and side...Ch. 3 - The cost of transportation of materials has to be...Ch. 3 - What level of accuracy should the estimator pursue...
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Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Please solve this question. A material testing laboratory has two alternatives for purchasing a compression testing machine which will be used for determining the compressive strength of different construction materials. The alternatives are from two different manufacturing companies. The cash flow details of the alternatives are as follows; Alternative-1: Initial purchase price = Rs.1,000,000, Annual operating cost = Rs.10,000, Expected annual income to be generated from testing of different construction materials = Rs.175,000, Expected salvage value = Rs.200,000, Useful life = 10 years. Alternative-2: Initial purchase price = Rs.700,000, Annual operating cost = Rs.15,000, Expected annual income to be generated from testing of different construction materials = Rs.165,000, Expected salvage value = Rs.250,000, Useful life = 5 years. Evaluate the alternatives by using present worth method for selection of the most economical one at the interest rate of 10% per year.arrow_forwardGiven: Three material quotes: Which is the most economical material supplier? A: 2x8 SYP #2 @ $840.00/MBF B: 2x8 SYP @ $1.10/LF C: 2x8x14'-0" SYP @ $14.56/ea.arrow_forward(From Fundamentals of construction estimating book 4th edition ) 8.) If the output is expected to be on the high end of the scale, what would be the labor price to install 210 lb asphalt shingles based in Figure 12.5 data?arrow_forward
- A beam is constructed from three boards bolted together as shown. Figure $= 250 mm 25 mm 25 mm 100 mm 350 mm V 25 mm < 1 of 1 250 mm Part A Determine the shear force developed in each bolt if the bolts are spaced s = 250 mm apart and the applied shear is V = 33 kN. (Figure 1) Express your answer with the appropriate units. F = Submit Value Request Answer < Return to Assignment Units Provide Feedback ?arrow_forwardG...Discuss on the various costs associated with aggregatearrow_forward2.1) Show your calculation in determining the total required storage yard for reinforcing steel bar (A) in m' given that:- the total quantity of rebar required for the project (Q) = 1,800 tons, project duration (T) = 120 days, the average stock (t) = 7 days, fluctuation factor of usage (k) = 0.80, quantity of rebar can be stored/m (g.) = 1.40 tons/m, and • utilization index for rebar () = 0.75arrow_forward
- Discuss the principles of cost estimation in civil engineering projects.. Civil engineering...arrow_forwardI need helparrow_forwardGiven the following, find the number of days it will take to complete the construction activity: Structural Steel Install = 59 tons Productivity = 18 MH/ton Crew of 6 workers, working 10 hours/day completing the task.arrow_forward
- True or false question. Please answer correctly and provide a little explanation for each part. Solve all questions for upvote.arrow_forwardQ3/ Answer true or false then correct the error a- One of the foundations of estimation is the cost of raw materials. b- The estimator is the person who does the design work. c- The total cost is equal to the amount of the assignment plus additions. d. All health works are calculated by number. e- The volume of concrete ceiling is calculated in cubic meter.arrow_forwardA concrete crusher has been purchased for $60,000 and it has an estimated salvage value of $10,000 at the end of its five years life. Engineers have estimated the following units of production of crushed materials over the next five year 1 2 3 4 5 End of year Crushed Material m³ 16,000 24,000 36,000 16,000 8,000 What is the total depreciation at end of year 3 and what is the book value at end of year 2 ?arrow_forward
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