Estimate the total amount of cost (Php) for concrete works (class "A") based from the following given (F1, C1, andSlab-on-Grade):10-pcs of F1 (1.2m x 1.2m x 0.3 m)10-pcs of C1 (0.37 m x 0.4 m x 3.8 m)Floor area of 100mm thk slab-on-grade = 51 sq.mClassAAABCTABLE 1-2 CONCRETE PROPORTIONCementMixture 40 kg. /Bag 50 kg. / Bag9.57.06.05.01:11/2: 31:241:21/2: 51: 3 : 612.09.07.56.0(40kg per bag) = 240 per bag.740 per cubic meter.The cost of cementThe cost of sand isThe cost of gravel is2000 per cubic meter.DO NOT Round off the quantity of bags for cement.Round off only in your final answer to two decimal places.Sandcu.m..50.50.50.50Gravelcu.m.1.01.01.01.0

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Estimate the total amount of cost (Php) for concrete works (class "A") based from the following given (F1, C1, and Slab-on-Grade): 10-pcs of F1 (1.2m x 1.2m x 0.3 m) 10-pcs of C1 (0.37 m x 0.4 m x 3.8 m) Floor area of 100mm thk slab-on-grade = 51 sq.m Class AA A B C TABLE 1-2 CONCRETE PROPORTION Cement Mixture 40 kg./Bag 50 kg. / Bag 1:11/2: 3 9.5 1: 24 7.0 1:21/2: 5 6.0 1: 36 5.0 12.0 9.0 7.5 6.0 The cost of cement (40kg per bag) = 240 per bag. The cost of sand is P 740 per cubic meter. The cost of gravel is 2000 per cubic meter. DO NOT Round off the quantity of bags for cement. Round off only in your final answer to two decimal places. Sand cu.m. .50 .50 .50 50 Gravel cu.m. 1.0 1.0 1.0 1.0

Estimate the total amount of cost (Php) for concrete works (class "A") based from the following given (F1, C1, and Slab-on-Grade): 10-pcs of F1 (1.2m x 1.2m x 0.3 m) 10-pcs of C1 (0.37 m x 0.4 m x 3.8 m) Floor area of 100mm thk slab-on-grade = 51 sq.m Class AA A B C TABLE 1-2 CONCRETE PROPORTION Cement Mixture 40 kg./Bag 50 kg. / Bag 1:11/2: 3 9.5 1: 24 7.0 1:21/2: 5 6.0 1: 36 5.0 12.0 9.0 7.5 6.0 The cost of cement (40kg per bag) = 240 per bag. The cost of sand is P 740 per cubic meter. The cost of gravel is 2000 per cubic meter. DO NOT Round off the quantity of bags for cement. Round off only in your final answer to two decimal places. Sand cu.m. .50 .50 .50 50 Gravel cu.m. 1.0 1.0 1.0 1.0

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

Construction Process

In civil engineering, construction is the combination of art and science, to construct a physical and naturally built environment, starting from the design phase. The construction process falls under the area of building construction, which is a sub-branch of civil engineering. Hence, it is also sometimes called the design and build or design-build process. The work of construction is majorly carried out by civil engineers and design professionals along with a team of works consisting of contractors and subcontractors.

Question

Estimate the total amount of cost (Php) for concrete works (class "A") based from the following given (F1, C1, and
Slab-on-Grade):
10-pcs of F1 (1.2m x 1.2m x 0.3 m)
10-pcs of C1 (0.37 m x 0.4 m x 3.8 m)
Floor area of 100mm thk slab-on-grade = 51 sq.m
Class
AA
A
B
C
TABLE 1-2 CONCRETE PROPORTION
Cement
Mixture 40 kg. /Bag 50 kg. / Bag
9.5
7.0
6.0
5.0
1:11/2: 3
1:24
1:21/2: 5
1: 3 : 6
12.0
9.0
7.5
6.0
(40kg per bag) = 240 per bag.
740 per cubic meter.
The cost of cement
The cost of sand is
The cost of gravel is
2000 per cubic meter.
DO NOT Round off the quantity of bags for cement.
Round off only in your final answer to two decimal places.
Sand
cu.m.
.50
.50
.50
.50
Gravel
cu.m.
1.0
1.0
1.0
1.0

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