A table of quantities of earthworks of a portion of a proposed national road to be constructed is as shown. The units are in English System. Station 1 +00 2 +00 3+00 4 +00 5 +00 6 +00 7 +00 End Areas [sq. ft.] Cut Fill 120 70 40 0 30 80 110 Free haul distance was given as 100 ft, cost of borrow as P1.2/ft3, cost of excavation as PO.1/ft3, cost of haul as PO.30/ft- STATION. Note: 1 ft-STATION is equal to 1 ft3 transported to 100 ft
A table of quantities of earthworks of a portion of a proposed national road to be constructed is as shown. The units are in English System. Station 1 +00 2 +00 3+00 4 +00 5 +00 6 +00 7 +00 End Areas [sq. ft.] Cut Fill 120 70 40 0 30 80 110 Free haul distance was given as 100 ft, cost of borrow as P1.2/ft3, cost of excavation as PO.1/ft3, cost of haul as PO.30/ft- STATION. Note: 1 ft-STATION is equal to 1 ft3 transported to 100 ft
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter4: Measuring Site Work, Excavation, And Piling
Section: Chapter Questions
Problem 8RQ
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Question
Determine the following:
a. STA of limits of free haul
b. STA of limits of economic haul
c. Overhaul volume
d. Length of overhaul
e. Cost of overhaul
f. Cost of waste
g. Cost of borrow
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