XBb 2. Assignment 6 - Q2(Tab - 1b) & XCanada Stock Mark... WSJ The Wall Street Jour... w Join Filmstocks - Fil...2(Tab-1b) & Q3 (45384).xlsxrn-ca-central-1-prod-fleet01-xythos.content.blackboardcdn.com/5ea890ce0c586/37215103?X-Blackboard-S3-Bucket-learn-ca-central-1-proUNIT PRICINGActivity14EXCAVATIONA. Excavate by handB. Hand TrimmingCONCRETEC. Cast in Place ConcreteD. Formwork FootingsUnit2m3m³Contentm²Name3EFEFCLCFITradeNumberofworkers inCrew451.5522CAN CNN International -...X +1 / 1 | ·1HourlyRates541$38.000.75 $42.00100%Production$36.00 20.00 36.00$41.005.00 20.00$39.00 12.00 94.00$44.00Duration Output Man hours Crew Hours(hour) (unit) (mh/unit) (ch/unit)8679$42.00 10.00 60.00Q Search LCIRITUBACanada - CBC News B Bloomberg.com+ 1ProductivityHourly CSEBASEECrew MaCost($/ch)10( Bb 2. Assignment 6- Q2(Tab - 1b) & Xlackboard.com/ultra/courses/_251998_1/cl/outlineStock Mark...* Question Completion Status:WSJ The Wall Street Jour... Join Filmstocks - Fil... CNN CNN InternationalQUESTION 3The man hour cost for excavation by hand is:$36.00/mhO $37.15/mh$34.55/mh100ContentO None of the aboveQUESTION 4The crew hour cost for excavation by hand is:$190.00/ch$241.50/ch_ $277.50/chNone of the aboveQUESTION 5X+

The data is provided in the above table. We have to find out : Man hour cost for excavation by hand…

QUESTION 3 The man hour cost for excavation by hand is: $36.00/mh $37.15/mh O$34.55/mh O None of the above QUESTION 4 The crew hour cost for excavation by hand is: O $190.00/ch O $241.50/ch O $277 50/ch O None of the above

QUESTION 3 The man hour cost for excavation by hand is: $36.00/mh $37.15/mh O$34.55/mh O None of the above QUESTION 4 The crew hour cost for excavation by hand is: O $190.00/ch O $241.50/ch O $277 50/ch O None of the above

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pricing Excavation and Backfill

Backfill, in construction, is the activity of returning the soil and gravel that are removed during building construction or using them again to toughen and support the foundation of the building or any other structural component.

Question

X
Bb 2. Assignment 6 - Q2(Tab - 1b) & X
Canada Stock Mark... WSJ The Wall Street Jour... w Join Filmstocks - Fil...
2(Tab-1b) & Q3 (45384).xlsx
rn-ca-central-1-prod-fleet01-xythos.content.blackboardcdn.com/5ea890ce0c586/37215103?X-Blackboard-S3-Bucket-learn-ca-central-1-pro
UNIT PRICING
Activity
1
4
EXCAVATION
A. Excavate by hand
B. Hand Trimming
CONCRETE
C. Cast in Place Concrete
D. Formwork Footings
Unit
2
m
3
m³
Content
m²
Name
3
EF
EF
CL
CF
I
Trade
Number
of
workers in
Crew
4
5
1.5
5
2
2
CAN CNN International -...
X +
1 / 1 | ·
1
Hourly
Rates
5
41
$38.00
0.75 $42.00
100%
Production
$36.00 20.00 36.00
$41.00
5.00 20.00
$39.00 12.00 94.00
$44.00
Duration Output Man hours Crew Hours
(hour) (unit) (mh/unit) (ch/unit)
8
6
7
9
$42.00 10.00 60.00
Q Search L
CIRITUBA
Canada - CBC News B Bloomberg.com
+ 1
Productivity
Hourly C
SEBASEE
Crew Ma
Cost
($/ch)
10
(

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A landfill project requires 5000 m3 of compacted soil. The void index specified for the compacted landfill is 0.7. Three borrowing areas are available as indicated in Table 1, which relates the respective soil void rates and the cost per cubic meter of soil transport for the proposed construction site. Carry out the necessary calculations to select the borrowing area from which soil should be brought in to minimize costs. Assume Gs of 2.6 for all areas loan. Table 1 presents the data.
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