A contractor applied for a contract of supplying and compacting sub-base for a proposed road in Al Munthana Governorate. The length of the road is 20 km and the wndth is 12 m. The thickness of the road is 40 cm compacted (two layers each is 20 cm). The sub-base will be brought from stockpiles ( S) The swelling and shrinkage factors are 25% and 10% respectively The price of sub-base in stockpiles is $8/m The contractor has to transport from stockpiles, spread, and compact the sub-base The contractor has to rent all the required equipment to complete the work The following equipment are available in the market Equipment Rental/day hp (8 hrs) Crankcase others Excavator $300 200 80 L Bucket 08 m, fill factor 1.25, cycle time 60 sec. Bucket sıze 1.5 m, fill factor 1.25, cycle time 45 sec. Capacity 20 m cycle time 70 Shovel $120 140 40 L Truck $150 125 40L min

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A contractor applied for a contract of supplying and compacting sub-base
for a proposed road in Al Munthana Governorate The length of the road is 20
km and the width is 12 m. The thickness of the road is 40 cm compacted (two
layers each is 20 cm). The sub-base will be brought from stockpiles () The
swelling and shrinkage factors are 25% and 10% respectively The price of
sub-base in stockpiles is $8/m
stockpiles, spread, and compact the sub-base The contractor has to rent all
the required equipment to complete the work The following equipment are
available in the market
The contractor has to transport from
Equipment Rental/day hp
(8 hrs)
Crankcase others
Excavator
$300
200 80 L
Bucket 0.8 m, fill factor 1.25,
cycle time 60 sec.
Bucket sıze 1.5 m, fill factor
1 25. cycle time 45 sec.
Capacity 20 m cycle time 70
Shovel
$120
140
40 L
Truck
$150
125
40L
min
Scraper
$400
200
Capacity 20 m, cycle time 45
80L
min
Grader
Steel
Productivity 80 m /hr
Width 1.5 m, speed 3 km/hr. 5
passes/layer
Width 1.5 m, speed 3 km/hr, 5
passes/layer
$250
65 L
175
120
$200
50 L
Roller
Sheep foot $150
roller
120
60 L
Note that the rental charge excluding ( ) the diesel and oil. The price of
diesel and oil are $0.3 and $6 per liter, respectively Suppose that OF and/or
efficiency 0.85 Suppose any other information you need
Question: Select the appropriate equipment to complete the work and
calculate the cost of 1 m3 of sub-base and the duration required to finish the
job. The comparison between the contractors to have the job will depend on
time and cost and as follows 60% for cost and 40% for time (duration)
Transcribed Image Text:A contractor applied for a contract of supplying and compacting sub-base for a proposed road in Al Munthana Governorate The length of the road is 20 km and the width is 12 m. The thickness of the road is 40 cm compacted (two layers each is 20 cm). The sub-base will be brought from stockpiles () The swelling and shrinkage factors are 25% and 10% respectively The price of sub-base in stockpiles is $8/m stockpiles, spread, and compact the sub-base The contractor has to rent all the required equipment to complete the work The following equipment are available in the market The contractor has to transport from Equipment Rental/day hp (8 hrs) Crankcase others Excavator $300 200 80 L Bucket 0.8 m, fill factor 1.25, cycle time 60 sec. Bucket sıze 1.5 m, fill factor 1 25. cycle time 45 sec. Capacity 20 m cycle time 70 Shovel $120 140 40 L Truck $150 125 40L min Scraper $400 200 Capacity 20 m, cycle time 45 80L min Grader Steel Productivity 80 m /hr Width 1.5 m, speed 3 km/hr. 5 passes/layer Width 1.5 m, speed 3 km/hr, 5 passes/layer $250 65 L 175 120 $200 50 L Roller Sheep foot $150 roller 120 60 L Note that the rental charge excluding ( ) the diesel and oil. The price of diesel and oil are $0.3 and $6 per liter, respectively Suppose that OF and/or efficiency 0.85 Suppose any other information you need Question: Select the appropriate equipment to complete the work and calculate the cost of 1 m3 of sub-base and the duration required to finish the job. The comparison between the contractors to have the job will depend on time and cost and as follows 60% for cost and 40% for time (duration)
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