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Research Article | Volume 2 Issue 1 (Jan-June, 2021) | Pages 1 - 8
Analysis Factors of Cost Overrun and Contract Change Order Impact on Road Construction Project in Surakarta Apbd 2017 -2018
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1
Civil Engineering Department, Faculty of Engineering Universitas Muhammadiyah Surakarta
Under a Creative Commons license
Open Access
Received
Jan. 6, 2021
Revised
Jan. 22, 2021
Accepted
Jan. 19, 2021
Published
Feb. 25, 2021
Abstract

Surakarta is a city in Central Java, Indonesia, which always has ongoing or planned construction projects. In the process, a project does not always run smoothly. Additional costs that lead to cost overrun and contract change orders often occur. Therefore, this study aims to find the factors of cost overrun and factors of contract change orders that affect cost overrun. This research is the result of the development of previous research written by Mr. Bariq Al Salam with the title "Analisis Faktor–Faktor Penyebab Pembengkakan Biaya oleh Kontraktor Proyek Jalan APBD Kota Solo Tahun 2017-2018". The data from this study are the results of a questionnaire from previous research which has variables of cost overrun factor which was then developed with reference to the Presidential Regulation of the Republic of Indonesia concerning the Procurement of Goods and Services No.8 of 2018 Articles 54-55 to obtain the variables of contract change order factor. In this study, the data were analyzed SPSS version 23. Based on the analysis that has been done, there are several dominant factors that gives influence to the occurence of cost overruns, there are: not calculating the effect of inflation and exlation (8.39%), the use of imported materials (29.64%), overtime work too often (18.70%) and maintenance costs not as planned (9.07%). All the factors that are significant to the incidence of additional costs are the factor of the variable cost overrun, while in the variables of contract change orders, none of them are significant.

 

Keywords
INTRODUCTION

Surakarta is a well-known city in Central Java because many cultural and art festivals are held here. As a developing city, there are always ongoing or planned construction projects. In the process, a project does not always run smoothly. Problems such as schedule changes and cost overrun that will continue with contract change orders often occur especially in large projects that take a long time to complete and have large costs. A contract change order is a written order submitted from the owner to the contractor signed by both the owner and the contractor that is issued after the execution of the initial contract, authorizing changes in work or adjustments in the amount of cost or volume of work as well as time of work.

 

AIn this study, the researchers do a development from previous research written by Nur Sahid, Ika Setyaningsih, Mochamad Solikin and Bariq Al Salam with the title "Analisis Faktor–Faktor Penyebab Pembengkakan Biaya oleh Kontraktor Proyek Jalan APBD Kota Solo Tahun 2017-2018". Data were collected using the results of a questionnaire from the study, then the data which originally only contained the variable of factors causing cost overrun were separated into factors affecting cost overrun and contract change orders based on Presidential Regulation of the Republic of Indonesia Number 16 Year 2018 Concerning Procurement of Goods / Services Article 54 -55. Those data then processed further using the SPSS (Statistic Product and Service Solutions) program to obtain the title of the study "Analysis Factors Of Cost Overrun AndContractChangeOrderImpactOnRoadConstructionProjectIn Surakarta Apbd 2017-2018". No one has done research related to the analysis of the effect of cost overrun on contract change orders on road projects in Surakarta, therefore it is important to conduct this research so that contractors related to road construction projects can make decisions, and the right solutions to overcome or avoid various causes contract changes that can result in losses.         

 

 

Figure 1: Research Method Flow Chart

DISCUSSION

This Chapter will explain about the results of this study, which starts from data collection using a questionnaire from a research written by Nur Sahid, Ika Setyaningsih, Mochamad Solikin and Bariq Al Salam with the title "Analisis Faktor–Faktor Penyebab Pembengkakan Biaya oleh Kontraktor Proyek Jalan APBD Kota Solo Tahun 2017-2018". Data from the questionnaire that originally contained variables about cost overrun were further developed in order to obtain variables regarding contract change orders using Presidential Regulation of the Republic of Indonesia Number 16 of 2018 concerning Procurement of Goods / Services Articles 54-55 (Figure 1).

 

Validity Test

This research was conducted with a total sample of 50 projects and with an error rate of 5%. From these data finally obtained rTable value of 0.276. Based on the results obtained after conducting a validity test, all independent variables (X) have the value of rcount>rTable and the value of sig.<5%, so it can be said that all variables are valid and can be used in this study (Table 1-2).

 

Reliability Test

If Cronbach's Alpha value>0.6, the research instrument can be said to be reliable. Conversely, if the Cronbach's Alpha value<0.6, then the research instrument cannot be said to be reliable. The results of the study can be said to be reliable if there are similarities of data at different times. After all the questionnaire results are declared valid, the next analysis is to perform a Cronbach’s Alpha reliability test>0.6 (Table 3 and Table 4).

 

Classical Assumption Test 

Normality Test: Normality test is carried out to find out whether the data to be used as supporting research is normally distributed or not. To determine whether a variable is normal or not, then Kolmogorov- Smirnov is a formula used in this normality test (Table 5-6).

 

The normality test shows Asym. Sig. (2-tailed) = 0.200> 0.05, indicating that the residual data is normally distributed. This confirms the data meets normality assumptions. The normal P–P regression plot below also supports this (Figure 2).

 

Table 1: Validity Test of Cost Overrun

Variable

Sub- Variable

rCount

rTable

Information

X1 (Estimated costs)

X1.1

0.470

0.276

VALID

X1.2

0.700

0.276

VALID

X1.3

0.642

0.276

VALID

X2 (Work Implementation and Relations)

X2.1

0.720

0.276

VALID

X2.2

0.812

0.276

VALID

X2.3

0.789

0.276

VALID

X2.4

0.672

0.276

VALID

X2.5

0.779

0.276

VALID

X3 (Document aspects)

X3.1

0.484

0.276

VALID

X3.2

0.338

0.276

VALID

 

X4 (Material)

X4.1

0.778

0.276

VALID

X4.2

0.797

0.276

VALID

X4.3

0.809

0.276

VALID

X5 (Labor)

X5.1

0.671

0.276

VALID

 

X6 (Equipment)

X6.1

0.659

0.276

VALID

X6.2

0.557

0.276

VALID

X6.3

0.653

0.276

VALID

X7 (Project Finance)

X7.1

0.648

0.276

VALID

X7.2

0.634

0.276

VALID

X8 (Execution Time)

X8.1

0.298

0.276

VALID

X9 (Pengaturan Lapanan)

X9.1

0.294

0.276

VALID

Y (Cost Overrun)

1.000

0.276

VALID

 

Table 2: Validity Test of Contract Change Order

Variable

Sub-  Variable

rCount

rTable

Information

 

XCCO1 (Estimated costs)

XCCO1.1

0.543

0.276

VALID

XCCO1.2

0.569

0.276

VALID

XCCO1.3

0.614

0.276

VALID

XCCO1.4

0.436

0.276

VALID

XCCO2 (Work Implementation and

Relations)

XCCO2.1

1

0.276

VALID

XCCO2.2

0.763

0.276

VALID

XCCO3 (Document aspects)

XCCO3.1

0.519

0.276

VALID

 

XCCO4 (Material)

XCCO4.1

0.701

0.276

VALID

XCCO4.2

0.675

0.276

VALID

XCCO4.3

0.825

0.276

VALID

XCCO5 (Labor)

XCCO5.1

0.664

0.276

VALID

XCCO5.2

0.728

0.276

VALID

XCCO6 (Equipment)

XCCO6.1

0.627

0.276

VALID

XCCO6.2

0.702

0.276

VALID

XCCO7 (Project Finance)

XCCO7.1

0.671

0.276

VALID

XCCO8 (Execution Time)

XCCO8.1

0.631

0.276

VALID

XCCO8.2

0.704

0.276

VALID

Y Contract Change Order

1

0.276

VALID

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Figure 2: Normal PP Plot of Regression Standardized for Cost Overrun

 

The pictures above show that the diagonal line in the graph predicts the ideal state following the normal distribution line. The points that are around the diagonal line are the state of the tested data where, most of the points are around the line. Based on the two tests, it can be concluded that the data of this study are normally distributed.

 

Table 3: Reliability Test of Cost Overrun

Variable

Sub-Variable

Cronbach's Alpha

Information

 

X1 (Estimated costs)

X1.1

0,869

RELIABLE

X1.2

0,867

RELIABLE

X1.3

0,868

RELIABLE

 

X2 (Work Implementation and Relations)

X2.1

0,868

RELIABLE

X2.2

0,867

RELIABLE

X2.3

0,867

RELIABLE

X2.4

0,867

RELIABLE

X2.5

0,867

RELIABLE

X3 (Document aspects)

X3.1

0,869

RELIABLE

X3.2

0,870

RELIABLE

 

X4 (Material)

X4.1

0,866

RELIABLE

X4.2

0,866

RELIABLE

X4.3

0,866

RELIABLE

X5 (Labor)

X5.1

0,868

RELIABLE

 

X6 (Equipment)

X6.1

0,868

RELIABLE

X6.2

0,869

RELIABLE

X6.3

0,868

RELIABLE

X7 (Project Finance)

X7.1

0,867

RELIABLE

X7.2

0,867

RELIABLE

X8 (Execution Time)

X8.1

0,871

RELIABLE

X9 (Pengaturan Lapanan)

X9.1

0,871

RELIABLE

Y (CostOverrun)

0,868

RELIABLE

 

Table 4: Reliability Test of Contract Change Order

Variable

Sub-Variable

Cronbach's Alpha

Information

 

 

XCCO1 (Estimated costs)

XCCO1.1

0,879

RELIABLE

XCCO1.2

0,879

RELIABLE

XCCO1.3

0,879

RELIABLE

XCCO1.4

0,879

RELIABLE

XCCO2 (Work Implementation and

Relations)

XCCO2.1

0,880

RELIABLE

XCCO2.2

0,878

RELIABLE

XCCO3 (Document aspects)`

XCCO3.1

0,880

RELIABLE

 

XCCO4 (Material)

XCCO4.1

0,878

RELIABLE

XCCO4.2

0,877

RELIABLE

XCCO4.3

0,877

RELIABLE

XCCO5 (Labor)

XCCO5.1

0,878

RELIABLE

XCCO5.2

0,877

RELIABLE

XCCO6 (Equipment)

XCCO6.1

0,879

RELIABLE

XCCO6.2

0,879

RELIABLE

XCCO7 (Project Finance)

XCCO7.1

0,877

RELIABLE

XCCO8 (Execution Time)

XCCO8.1

0,877

RELIABLE

XCCO8.2

0,879

RELIABLE

Y Contract Change Order

0,879

RELIABLE

 

 

Figure 3: Normal PP Plot of Regression Standardized for Contract Change Order

 

Table 5: Kolmogorov-Smirnov Test for Cost Overrun

One-Sample Kolmogorov-Smirnov Test

-

Unstandardized Residual

N

50

Normal Parametersa,b

Mean

0,0000000

Std. Deviation

0,17278793

Most Extreme Differences

Absolute

0,092

Positive

0,092

Negative

-0,092

Test Statistic

0,092

Asymp. Sig. (2-tailed)

,200c,d

 

Table 6: Kolmogorov-Smirnov Test for Contract Change Order

One-Sample Kolmogorov-Smirnov Test

-

Unstandardized Residual

N

50

Normal Parametersa,b

Mean

0,0000000

Std. Deviation

0,23667711

Most Extreme Differences

Absolute

0,091

Positive

0,091

Negative

-0,053

Test Statistic

0,091

Asymp. Sig. (2-tailed)

,200c,d

 

Table 7: Multicollinearity test for Cost Overrun

Variable

Tolerance

VIF

X1 Estimated costs

0,324

3,082

X2 Relationship and Work Implementation

0,228

4,382

X3 AspekDukungan Proyek

0,731

1,367

X4 Material

0,250

3,996

X5 Labor

0,502

1,993

X6 Equipment

0,331

3,020

X7 Project Finance

0,481

2,080

X8 Execution Time

0,487

2,055

X9 Pengaturan Lapangan

0,474

2,110

 

Table 8: Multicollinearity test for Contract Change Order

Variable

Tolerance

VIF

X1CCO Estimated costs

0,354

2,826

X2CCO Relationship and Work Implementation

0,349

2,867

X3CCO AspekDukungan Proyek

0,472

2,121

X4CCO Material

0,232

4,313

X5CCO Labor

0,353

2,836

X6CC0 Equipment

0,342

2,921

X7CCO Project Finance

0,218

4,586

X8CCO Execution Time

0,171

5,836

 

 

Figure 4: Normal PP Plot of Regression Standardized for Contract Change Order

 

Table 9: Multiple Linear Regression test for Cost Overrun

Coefficientsa

 

Model

Unstandardized CoefficientsStandardized Coefficients

 

t

 

Sig.

B

Std. Error

Beta

1

(Constant)

-1,271

0,210

 

-6,050

0,000

X1.1

Doesnt calculate the effect of inflation and escalation

0,106

0,044

0,168

2,400

0,023

X1.2

Cost of dispute compensation around the project / project environment

0,079

0,050

0,137

1,567

0,128

X1.3

Inaccurate funddisbursement system

-0,020

0,050

-0,033

-0,405

0,688

X2.1

The impactof the addendum and CCO

-0,010

0,062

-0,014

-0,167

0,869

X2.2

Incorrect designation of subcontractors and suppliers

-0,127

0,084

-0,194

-1,501

0,144

X2.3

Delay in decision making

0,024

0,068

0,037

0,358

0,723

X2.4

Lack of project health and safety

-0,021

0,055

-0,035

-0,377

0,709

X2.5

Bad placement of project personnel in the organizational structure

0,127

0,074

0,200

1,729

0,095

X3.1

Type of contract used

0,102

0,051

0,151

2,011

0,054

X3.2

Project agrement from local resident

0,053

0,056

0,084

0,946

0,352

X4.1

Use of imported materials

0,205

0,067

0,358

3,051

0,005

X4.2

Material thievery

-0,032

0,061

-0,056

-0,516

0,610

X4.3

Damaged material

0,004

0,057

0,007

0,064

0,949

X5.1

Overtime toooften

0,167

0,047

0,262

3,546

0,001

X6.1

The highprice of renting equipment

0,109

0,073

0,164

1,489

0,148

X6.2

Maintenance costsare not according to plan

0,100

0,048

0,153

2,055

0,049

X6.3

Transportation to project sitesis difficult

0,053

0,062

0,083

0,865

0,394

X7.1

Bad funds management

-0,051

0,045

-0,089

-1,144

0,262

X7.2

High interest rates on bank loans

0,038

0,049

0,069

0,777

0,444

X8.1

Limited project area

-0,057

0,060

-0,093

-0,952

0,349

X9.1

Lack of provision of field support facilities(alat komunikasi, supply air, dan jenset)

0,105

0,053

0,190

1,969

0,059

 

Table 10: Multiple Linear Regression test for Contract Change Order

Coefficientsa

 

Model

Unstandardized CoefficientsStandardized Coefficients

 

t

 

Sig.

B

Std. Error

Beta

1

(Constant)

-0,824

0,219

 

-3,762

0,001

XCCO1.1

Incomplete projectdata and information

0,072

0,069

0,111

1,040

0,306

XCCO1.2

Does not calculate incidental costs

0,042

0,062

0,066

0,678

0,503

XCCO1.3

Not payingattention to location and construction risks

0,036

0,062

0,055

0,581

0,566

XCCO1.4

Innacurate costsestimacy

-0,058

0,066

-0,095

-0,887

0,382

XCCO2.1

Differences in field conditions written in the contract

0,072

0,050

0,114

1,444

0,158

XCCO2.2

Bad schedules and resources management

0,026

0,101

0,035

0,252

0,802

XCCO3.1

Mistakes in design and engineering calculation

0,049

0,071

0,073

0,690

0,495

XCCO4.1

Material costincreases

0,117

0,063

0,194

1,872

0,070

XCCO4.2

Absence of material at Execution Time

0,079

0,059

0,165

1,333

0,192

XCCO4.3

Delays in material provision

0,018

0,113

0,028

0,161

0,873

XCCO5.1

Lack of labor

-0,044

0,077

-0,070

-0,573

0,571

XCCO5.2

Bad labor productivity

0,110

0,087

0,187

1,260

0,217

XCCO6.1

High costsof equipment mobilization / demobilization

0,017

0,074

0,025

0,228

0,821

XCCO6.2

Equipment performance / ability is not optimal

0,094

0,082

0,131

1,140

0,263

XCCO7.1

Delay causedby unfavorable weather

0,101

0,091

0,200

1,111

0,275

XCCO8.1

Occurence of natural disaster

-0,042

0,082

-0,083

-0,512

0,612

XCCO8.2

The existence of a new public policy from the government

0,125

0,072

0,175

1,736

0,092

 

Multicollinearity Test

Multicollinearity test aims to determine whether there is a relationship between independent variables. And can be seen from the value of tolerance and VIF value. If the tolerance value>0.1 then multicollinearity does not occur and if the VIF value<10 then multicollinearity does not occur. In this study, the multicollinearity test was carried out using SPSS version 23. It can be seen in Table below (Table 7-8).

 

From the 2 tables above it can be seen that the VIF value<10 and Tolerance value>0.1 means that there is no multicollinearity problem between variables. So it can be concluded that there is no multicollinearity in this study.

 

Heteroscedasticity Test

Heteroscedasticity test is performed to test whether in the regression model there are variance or residual inequalities between one observations to another.

 

From the above output it can be seen that the diffuse points do not form a clear pattern, and the diffuse points are around the number 0 on the Y axis. So it can be concluded that there is no heteroscedasticity problem in the regression modelb (Figure 3-4).

 

Multiple Linear Regression

Multiple Linear Regression analysis is used to get the dominant factor causing cost overruns in road improvement projects in Solo. Based on the results of data processing using SPSS 23, a summary is obtained as follows:

 

Based on the table above, the regression equation is obtained as follows (Table 9-10):

 

Y= -1,271 + 0,106.X1.1 + 0,079X1.2 + -0,020X1.3 + -0,010X2.1 + -0,127X2.2 + 0,024X2.3 + - 0,021X2.4 + 0,127X2.5 + 0,102X3.1 + 0,053X3.2 + 0,205X4.1 + -0,032X4.2 + 0,004X4.3 + 0,167X5.1

+ 0,109X6.1 + 0,100X6.2 + 0,053X6.3 + -0,051X7.1 + 0,038X7.2 + -0,057X8.1 + 0,105X9.1 + Ɛ

 

Based on the table above, the regression equation is obtained as follows:

 

Y=   -0,824           +                0,072.XCCO1.1                      +      0,042.XCCO1.2              +      0,036.XCCO1.3              +      -0,058.XCCO1.4        + 0,072.XCCO2.1 + 0,026.XCCO2.2+0,049.XCCO3.1+ 0,117.XCCO4.1+0,079.XCCO4.2+

0,018.XCCO4.3 + -0,044.XCCO5.1 + 0,110.XCCO5.2 + 0,017.XCCO6.1 + 0,094.XCCO6.2 +

0,101.XCCO7.1 + -0,042.XCCO8.1 + 0,125.XCCO8.2 + Ɛ

 

(t) Test

(t) test was conducted to determine whether the independent variable has a significant effect or not. With a confidence level of 95%, a table of 2.01954 was obtained. The results of the (t) test can be seen in Table attachment.

 

Based on the data generated in Table V.6.1 and V.6.2 can be seen the results of the t factor test of the Contract change order variable. All contract change order variables do not meet the significant requirements because t count is smaller than tTable or significant value is more than 0.05 and both (Table 11-12).


(F) Test

(f) test is done by comparing the value of F count and F Table on ANOVA Table results of multiple linear regression analysis. By using SPSS Version 25 program, ANOVA Table is obtained from the results of multiple linear regression in this study as follows:

 

The (f) test was used to determine the effect of all the independent variables included in the regression model together against the dependent variable tested at the 0.05 significance level and to find FTable with the formula FTable = (k; nk) = (9; 51-9) = 9; 42 for Cost Overrun, and (8; 51-8) = 8; 43. Then the number is used as a reference to look up or see FTable values. Then determined the f Table value is 2.11 for Cost Overrun and 2.16 for Contract Change Order.

 

It is known that the value of Fcount 41.290>FTable is 2.11 with a significance value of 0.000<0.05 for Cost Overrun and Fcount 31.625 with a significance value of 0.000<0.05. So as the basis for the decision in the (f) test that is H0 will be rejected if the sig value is less than 0.05 and Fcount>FTable then H0 is rejected, so it can be concluded that the hypothesis is accepted (Table 13-14).

 

 

Figure 5: Heteroscedasticity test for Cost Overrun with Scatterplot

 

 

Figure 6: Heteroscedasticity test for Contract Change Order with Scatterplot

 

Table 11: Table (t) test analysis of Cost Overrun

 

(Constant)

t

Sig.

t Table

α

Information

 

X1 (Estimated costs)

X1.1

Doesnt calculate the effect of inflation and escalation

2,400

0,023

2,019

0,05

Significant

X1.2

Cost of dispute compensation around the project / project environment

1,567

0,128

2,019

0,05

Not Significant

X1.3

Inaccurate fund disbursement system

- 0,405

0,688

2,019

0,05

Not Significant

 

X2 (Work Implementation and Relations)

X2.1

The impact of the addendum and CCO

- 0,167

0,869

2,019

0,05

Not Significant

X2.2

Incorrect designation of subcontractors and suppliers

- 1,501

0,144

2,019

0,05

Not Significant

X2.3

Delay in decision making

0,358

0,723

2,019

0,05

Not Significant

X2.4

Lack of project health and safety

- 0,377

0,709

2,019

0,05

Not Significant

X2.5

Bad placement of project personnel in the organizational structure

1,729

0,095

2,019

0,05

Not Significant

X3 (Document aspects)

X3.1

Type of contract used

2,011

0,054

2,019

0,05

Not Significant

X3.2

Project agrement from local resident

0,946

0,352

2,019

0,05

Not Significant

 

X4 (Material)

X4.1

Use of imported materials

3,051

0,005

2,019

0,05

Significant

X4.2

Material thievery

- 0,516

0,610

2,019

0,05

Not Significant

X4.3

Damaged material

0,064

0,949

2,019

0,05

Not Significant

X5 (Labor)

X5.1

Overtime too often

3,546

0,001

2,019

0,05

Significant

X6 (Equipment)

X6.1

The high price of renting equipment

1,489

0,148

2,019

0,05

Not Significant

X6.2

Maintena nce costs are not according to plan

2,055

0,049

2,019

0,05

Significant

X6.3

Transportation to project sites is difficult

0,865

0,394

2,019

0,05

Not Significant

X7 (Project Finance)

X7.1

Bad funds management

- 1,144

0,262

2,019

0,05

Not Significant

X7.2

High interest rates on bank loans

0,777

0,444

2,019

0,05

Not Significant

X8 (Execution Time)

X8.1

Limited project area

- 0,952

0,349

2,019

0,05

Not Significant

X9 (Pengaturan Lapanan)

X9.1

Lack of provision of field support facilities

1,969

0,059

2,019

0,05

Not Significant

 

Table 12: Table analysis of (t) test of Contract Change Order

 

t

Sig.

t Table

α

Information

XCCO1

(Estimated costs)

XCCO1.1

Incomplete project  data and information

1,040

0,306

2,018

0,05

Not Significant

XCCO1.2

Does notcalculate incidental costs

0,678

0,503

2,018

0,05

Not Significant

XCCO1.3

Not paying attention to location and construction risks

0,581

0,566

2,018

0,05

Not Significant

XCCO1.4

Innacurate costs  estimacy

-0,887

0,382

2,018

0,05

Not Significant

XCCO2 (Work Implementation and Relations)

XCCO2.1

Differences in field conditions written in the contract

1,444

0,158

2,018

0,05

Not Significant

XCCO2.2

Bad schedules and resources management

0,252

0,802

2,018

0,05

Not Significant

XCCO3

(Document aspects)

XCCO3.1

Mistakes in design and engineering calculation

0,690

0,495

2,018

0,05

Not Significant

XCCO4

(Material)

XCCO4.1

Material costincreases

1,872

0,070

2,018

0,05

Not Significant

XCCO4.2

Absence of material at Execution Time

1,333

0,192

2,018

0,05

Not Significant

XCCO4.3

Delays in material provision

0,161

0,873

2,018

0,05

Not Significant

 

XCCO5 (Labor)

XCCO5.1

Lack of labor

-0,573

0,571

2,018

0,05

Not Significant

XCCO5.2

Bad labor productivity

1,260

0,217

2,018

0,05

Not Significant

XCCO6 (Equipment)

XCCO6.1

High costs of equipment mobilization /demobilization

0,228

0,821

2,018

0,05

Not Significant

XCCO6.2

Equipment performance / ability is not optimal

1,140

0,263

2,018

0,05

Not Significant

XCCO7 (Project Finance)

XCCO7.1

Delay caused by unfavorable weather

1,111

0,275

2,018

0,05

Not Significant

XCCO8 (Execution Time)

XCCO8.1

Occurence of natural disaster

-0,512

0,612

2,018

0,05

Not Significant

XCCO8.2

The existence of a new public policy from the government

1,736

0,092

2,018

0,05

Not Significant

 

Table 13: (f) test for Cost Overrun

ANOVAa

Model

Sum of Squares

df

Mean Square

F

Sig.

1

Regression

21,957

9

2,440

41,290

,000b

Residual

2,363

40

0,059

-

-

Total

24,320

49

-

-

-

 

Impact of Cost Overrun and Contract Change Order in the Occurrence of Cost Overrun

Based on the results of the T-Test variable cost overrun and contract change order in SPSS which can be seen in Table 11 and 12, it can be seen that 4 factors of the variable cost overrun are significant to the occurrence of cost overrun whereas from the contract change order variable there is no single variable that meets the significant requirements for the occurrence of cost overrun. To find out more about how much these significant variables affect the occurrence of cost overrun, researchers look for the percentage contribution of each variable to the occurrence of cost overrun. Percentage of significant variables is sought using the formula of Effective Contribution (SE) and Relative Contribution (SR). The percentage of factors that are significant to the occurrence of cost overrun is as follows:

 

  • X1.1 (Not concerning the effect of inflation and exlation) with 8,39% relative contribution

  • X4.1 (Use of imported materials) with 29,64% relative contribution

 

Table 14: (f) test for Contract Change Order

ANOVAa

Model Sum of Squares

df

Mean Square

F

Sig.

1

Regression

20,928

8

2,616

31,625

,000b

Residual

3,392

41

0,083

-

-

Total

24,320

49

-

-

-

 

  • X5.1 (Imposing overtime work too often) with 18,70% relative contribution

  • X6.2 (Maintenance costs not according to plan) with 9,07% relative contribution
CONCLUSION

Based on descriptive analysis, can be concluded that the factors of Cost overrun variables that have significant influence on the occurrence of cost overrun is X1 (Estimated costs), X4 (Material), X5 (Labor), X6 (Equipment) while none of the Contract Change Order variables have significant influence (Figure 5-6).

 

The most dominant factor influencing cost overruns on road projects in the city of Solo in 2017-2018 based on significant result of T-Test is the use of imported materials (X4.1) with 28% Effective contribution and 30% relative contribution for Cost Overrun factors and none for Contract Change Order factors. While based on diagram venn the most dominant factors is X5.1 (Doing overtime too often) for cost overrun factors and XCCO5.2 (Bad labor productivity) with 15,33% Relative Contribution for Contract Change Order factorps.

 

The percentage of Cost Overrun variables those have significant influence on the occurrence of cost overrun based on (T)-test are as follows:

 

  • X1.1 (Not counting the effects of inflation and exlation) with 8% relative contribution

  • X4.1 (Use of imported materials) with 30% relative contribution

  • X5.1 (Imposing overtime work) with 19% relative contribution

  • X6.2 (Maintenance costs not according to plan) with 12% relative contribution

 

None of Contract Change Order variables have significant effect on the occurrence of cost overrun.

REFERENCE
  1. Salam, Bariq Al. Analisis faktor–faktor penyebab pembengkakan biaya oleh kontraktor proyek jalan APBD Kota Solo tahun 2017–2018. 2018.

  2. Assbeihat, J.M. and Sweis, G.J. “Factors affecting change orders in public construction projects faculty of engineering technology.” International Journal of Applied Science and Technology, vol. 5, no. 1, 2015, pp. 56–63.

  3. Bineham, G. Sample in research. Education Center, 2006, pp. 1–3.

  4. Cramer, D. and Howitt, D. The Sage dictionary of statistics. London: SAGE Publications, 2011.

  5. Dikdik, M. “Faktor penyebab dan dampak change order pada konstruksi bangunan air.” Jurnal Teknik Sipil dan Lingkungan, vol. 4, no. 1, 2018, pp. 7–18.

  6. Dzulqarnain. Analisa faktor penyebab dan akibat contract change order terhadap biaya dan waktu pada proyek konstruksi jalan di Sulawesi Selatan. Jurnal Tugas Akhir, Universitas Hasanuddin, 2017.

  7. Rafeedali, E. Course note 4: research population and sample. 2017.

  8. Edward, P. and Studi, P. Teknik Sipil, Universitas Tarumanagara. “Tipe perubahan pengelompokan penyebab change order.” Jurnal Teknik Sipil, vol. 3, no. 2, 2020, pp. 207–214.

  9. Fakhrizal. Identifikasi penyebab dan dampak contract change order terhadap biaya dan kualitas pada proyek gedung di Kota Padang. Universitas Bung Hatta, 2013.

  10. Gumolili, S. et al. “Analisa faktor-faktor penyebab change order dan pengaruhnya terhadap kinerja waktu pelaksanaan proyek konstruksi di lingkungan pemerintah provinsi Sulawesi Utara.” Jurnal Ilmiah Media Engineering, vol. 2, no. 1, 2012, pp. 98–522.

  11. Kuswandari, A.D. et al. “Pengaruh dampak contract change order terhadap kinerja kontraktor proyek (studi kasus: rehabilitasi jembatan Ngablak).” Jurnal Teknik Sipil, vol. 14, no. 2, 2018, pp. 255–262.

  12. Martanti, Ana Yuli. “Analisis faktor penyebab contract change order dan pengaruhnya terhadap kinerja kontraktor pada proyek konstruksi pemerintah.” Rekayasa Sipil, vol. 7, no. 1, 2019, pp. 32–40.

  13. Maulana, A. “Faktor penyebab terjadinya contract change order (CCO) dan pengaruhnya terhadap pelaksanaan proyek konstruksi pembangunan bendung.” Jurnal Infrastruktur Universitas Katolik Parahyangan, vol. 2, no. 2, 2016, pp. 94–107.

  14. Chuan, Chua Lee. “Sample size estimation using Krejcie and Morgan and Cohen statistical power analysis: a comparison.” 2006.

  15. Sahid, Muh Nur. Teknik pelaksanaan konstruksi bangunan. 2017.

  16. Soares, R. “Change orders ordeal: the output of project disintegration.” International Journal of Business, Humanities and Technology, vol. 2, no. 3, 2012, pp. 65–69.

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