Estimate the TOTAL COST needed for Excavation, Gravel Bedding, and Concreting Works   (Excavation + Cement + Gravel + Sand). Do not round off your answer.   Parameters to consider:   No allowance or factor of waste. Use Class AA   Excavation Cost = 300 pesos per sq.m. Use 40 kgs bag   Cement = 300 pesos per bag 100 mm thick gravel bed (include this in estimate)   Sand = 1000 pesos per per sq.m. All footings lie on gravel bed (except FTB)   Gravel = 900 pesos per per sq.m. D=1.53, I=16, and J=24 givens are in meter.   What to estimate:   For Earthworks:   • Footing and Footing Tie Beam   For Concreting Works:   • Footing   • Footing Tie Beam   • Columns   Additional:   • Gravel Bed (Estimate the volume needed and include the cost in the total cost)   GIVEN:   A= 1530   B= 330   C= 1630   D= 1.53   E= 430   F= 480   G= 280   H= 860   I= 16   J= 24

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Problem

 

Estimate the TOTAL COST needed for Excavation, Gravel Bedding, and Concreting Works

 

(Excavation + Cement + Gravel + Sand). Do not round off your answer.

 

Parameters to consider:

 

No allowance or factor of waste. Use Class AA

 

Excavation Cost = 300 pesos per sq.m. Use 40 kgs bag

 

Cement = 300 pesos per bag 100 mm thick gravel bed (include this in estimate)

 

Sand = 1000 pesos per per sq.m. All footings lie on gravel bed (except FTB)

 

Gravel = 900 pesos per per sq.m. D=1.53, I=16, and J=24 givens are in meter.

 

What to estimate:

 

For Earthworks:

 

• Footing and Footing Tie Beam

 

For Concreting Works:

 

• Footing

 

• Footing Tie Beam

 

• Columns

 

Additional:

 

• Gravel Bed (Estimate the volume needed and include the cost in the total cost)

 

GIVEN:

 

A= 1530

 

B= 330

 

C= 1630

 

D= 1.53

 

E= 430

 

F= 480

 

G= 280

 

H= 860

 

I= 16

 

J= 24

 

 

Foundation Plan
Typical Isolated Footing Cross-section
NGL
Column
FTB
FTB
Transcribed Image Text:Foundation Plan Typical Isolated Footing Cross-section NGL Column FTB FTB
Isolated Footing Schedule
DIMENSIONS (mm)
EMBEDMENT
FOOTING
(mm)
DEPTH
F1
A
A
B
F2
B
13
Column Schedule
COLUMN
SHORT
LONG
C1
E
E
C2
Beam Schedule
DIMENSION
BEAM
B
D
FTB-1
G
H
Transcribed Image Text:Isolated Footing Schedule DIMENSIONS (mm) EMBEDMENT FOOTING (mm) DEPTH F1 A A B F2 B 13 Column Schedule COLUMN SHORT LONG C1 E E C2 Beam Schedule DIMENSION BEAM B D FTB-1 G H
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