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Eduvest � Journal of Universal Studies

Volume 4 Number 9, September, 2024

p- ISSN 2775-3735- e-ISSN 2775-3727

 

 

ANALYSIS OF THE EARNED VALUE METHOD ON THE ROAD AND BRIDGE PRESERVATION PROJECT IN SITUBONDO-KETAPANG-BANYUWANGI

 

 

 

Javan Agustian Setyagraha, Budi Witjaksana, Hanie Teki Tjendani

1,2,3 Universitas 17 Agustus 1945 Surabaya, Indonesia

Email: [email protected], [email protected], [email protected]

 

ABSTRACT

 

The implementation of the Situbondo � Ketapang � Banyuwangi Road and Bridge Preservation Project experienced changes in the area being worked on, requiring additional design. Issues arose when the overlay asphalt mix work was halted to await test results for Aspal Modiv PG � 70 from the Pusjatan Bandung Road Materials Laboratory, causing a delay in the 40th week by -0.813%. Delays primarily occurred in the AC - WC and AC - BC asphalt work, affecting project performance. A cost and time analysis was necessary to address this issue. The Earned Value Method (EVM) was used to determine the project's duration and cost until initial handover. The study results indicated that the project cost performance with a CPI > 1 was good, but an SPI of 0.983 < 1 indicated delays. The estimated final project cost is Rp 112,439,121,070.91, with an estimated completion time of 453 days, 3 days longer than the planned schedule.

 

KEYWORDS

Earned Value Method, Project Performance, Project Cost

 

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International

 

 

INTRODUCTION

Infrastructure development plays an important role in driving economic growth, both at the national and regional levels. Adequate infrastructure not only increases economic activity and business growth, but also reduces unemployment, alleviates poverty, and improves people's welfare. Therefore, the Government of Indonesia is committed to continuously improving infrastructure development (Kurniawati et al., 2022). Construction projects are a key element in infrastructure development. In Indonesia, many construction projects often experience delays, which is a classic problem in almost every project. The obstacles faced in project implementation often cause delays, so that the project does not run according to plan (Natalia et al., 2021).

In line with the government's efforts to provide adequate road infrastructure, the Situbondo - Ketapang - Banyuwangi Road and Bridge Preservation project is currently being implemented. This project is part of a national road that is very important as a land transportation infrastructure. This road allows community mobility from one place to another, which is very important for economic and social activities (Kurniawati et al., 2022). According to Data on the Development of Road and Bridge Information Systems, Directorate of Road and Bridge Engineering, Directorate General of Highways (March 2023), of the total length of 1359.2 km of non-toll national roads in East Java, there are still 57.56% of roads in good condition, 39.79% in moderate condition, 2.46% slightly damaged, and 0.19% severely damaged. To prevent further damage, the government through the Director General of Highways of the Ministry of Public Works and Public Housing runs a Road and Bridge Preservation program to maintain optimal road conditions (Kurniawati et al., 2022).

The Situbondo - Ketapang - Banyuwangi Road and Bridge Preservation Work for Fiscal Year 2023-2024 aims to optimize preservation funds and maintain road service levels. The source of funds for this project comes from the 2023-2024 State Budget. The executor of the work is PT Bumi Duta Persada (KSO) PT Rajendra Pratama Jaya, based on contract number: HK.02.03-Bb8.6/1.2/736, dated June 23, 2023, with a ceiling value of Rp. 159,332,043,000 (Kurniawati et al., 2022). The project includes various works such as minor rehabilitation, major rehabilitation, periodic maintenance, and bridge replacement with an implementation period of 450 calendar days. Changes in the location of work and adjustments to the unit price of items in this project are outlined in the contract addendum to ensure the work goes according to plans and specifications (Kurniawati et al., 2022).

The demands of highway users who want comfortable and safe road conditions are a priority in this project. Therefore, reconstruction of damaged roads such as cracks and settlement due to excessive vehicle loads is necessary. In this case, the government has allocated APBN funds for this preservation project, with the appointed implementer being PT Bumi Duta Persada - PT Rajendra Pratama Jaya (KSO) (Natalia et al., 2021). To overcome delays and changes that are not in accordance with the initial contract, consistent and integrated performance control is needed. The Earned Value Management (EVM) concept is the right method to control project performance, ensuring the project can be completed on time, on quality, and at the right cost (Susanti et al., 2019).

With this method, the project can be thoroughly monitored and evaluated to ensure that all aspects of the work are in accordance with the original plan. EVM will be used to research the Situbondo - Ketapang - Banyuwangi Road and Bridge Preservation project, to determine the duration and cost required until project completion.

 

RESEARCH METHOD

This research investigates the Situbondo - Ketapang - Banyuwangi Road and Bridge Preservation Project in Fiscal Year 2023/2024. The focus is on evaluating project performance using the Earned Value Management (EVM) method and analyzing cost and time estimates to measure progress and efficiency.

The research took place from the third week of February to March 2024. The initial phase included preparation, preliminary survey, and literature study. Data was collected from various sources including contractors, supervision consultants, project schedules, Cost Budget Plan (RAB), and weekly reports. EVM was used as the main framework, taking into account Planned Value (PV), Earned Value (EV), and Actual Cost (AC). Variance analysis included Cost Variance (CV) and Schedule Variance (SV), with project performance assessed through Schedule Performance Index (SPI) and Cost Performance Index (CPI).

Cost and time estimates used Estimate to Complete (ETC), Estimate at Complete (EAC), and Time Estimate (TE). Project progress or delay factors are analyzed through interviews, observations, and examination of reports. The research steps include determining the background, formulating the problem, collecting and analyzing EVM data, calculating cost and time estimates, and drawing conclusions. The research aims to provide a better understanding of project performance, assisting stakeholders in decision-making related to project management and resource allocation, with the hope of improving the efficiency and effectiveness of project implementation.

 

RESULT AND DISCUSSION

 

Discussion

Calculation of Planned Value (PV) / BCWS

This study evaluates the construction performance in the Situbondo - Ketapang - Banyuwangi Road and Bridge Preservation Project Fiscal Year 2023/2024 using the Earned Value Management (EVM) method. The data analyzed includes the project schedule, Budget Plan of Cost (RAB), weekly reports, and actual costs, to calculate Planned Value (PV) or Budgeted Cost of Work Scheduled (BCWS).

 

Table 1 PV or BCWS

Week To

Plan Progress (%)

Cumulative Plan (%)

Budget (Rp)

PV or BCWS (Rp)

1

0,0430

0,0430

�23.200.000.000

52.976.000,00

2

0,1005

0,1435

�23.200.000.000

�176.844.448,38

3

0,1325

0,2761

�23.200.000.000

�340.136.396,76

4

0,1194

0,3955

�23.200.000.000

�487.291.075,24

5

0,1194

0,5150

�23.200.000.000

�634.445.753,72

6

0,0757

0,5907

�23.200.000.000

�727.683.540,63

7

0,2605

0,8511

�23.200.000.000

�1.048.572.123,65

8

0,4495

1,3006

�23.200.000.000

�1.602.384.519,96

9

0,3223

1,6229

�23.200.000.000

�1.999.413.079,85

10

0,8275

2,4504

�23.200.000.000

52.976.000,00

11

0,9519

3,4023

�23.200.000.000

�176.844.448,38

12

1,3033

4,7056

�23.200.000.000

�340.136.396,76

13

1,3238

6,0294

�23.200.000.000

3.018.923.515,84

14

1,4685

7,4979

�23.200.000.000

�4.191.660.128,92

15

1,4706

8,9685

�23.200.000.000

�5.797.330.290,48

16

1,5221

10,4906

�23.200.000.000

�7.428.213.566,89

17

3,4536

13,9441

�23.200.000.000

�9.237.385.927,29

18

1,2422

15,1863

�23.200.000.000

�1.049.166.302,21

19

3,1825

18,3688

�23.200.000.000

�2.924.360.260,21

20

2,8871

21,2558

�23.200.000.000

�7.179.147.782,60

21

0,4730

21,7288

�23.200.000.000

�8.709.479.059,11

22

4,3263

26,0551

�23.200.000.000

�2.630.331.471,05

23

4,1623

30,2174

�23.200.000.000

�6.187.179.493,85

24

2,7025

32,9199

�23.200.000.000

�6.769.885.075,22

25

2,0128

34,9327

�23.200.000.000

�2.099.846.663,95

26

0,3613

35,2940

�23.200.000.000

�7.227.825.190,77

27

2,9107

38,2046

123.200.000.000

40.557.272.011,94

28

0,0003

38,2049

�23.200.000.000

�3.037.025.400,55

29

0,5210

38,7259

�23.200.000.000

�3.482.166.062,93

30

0,0496

38,7755

�23.200.000.000

�7.068.118.478,95

31

2,6986

38,2049

�23.200.000.000

�7.068.473.801,49

32

0,1508

38,7259

�23.200.000.000

�7.710.345.801,49

33

1,0571

38,7755

�23.200.000.000

�7.771.442.188,30

34

0,5262

41,4742

�23.200.000.000

�1.096.155.121,87

35

0,7363

41,6250

�23.200.000.000

�1.282.000.000,00

36

1,1399

42,6821

�23.200.000.000

�2.584.301.175,42

37

0,8901

43,2083

�23.200.000.000

�3.232.613.753,16

38

0,5924

43,9446

�23.200.000.000

�4.139.685.918,98

39

0,5924

45,0845

�23.200.000.000

�5.544.085.113,69

40

1,7628

45,9746

�23.200.000.000

�6.640.699.393,97

Source: Processed by Researchers 2024.

 

The analysis shows the project progress from week to week. Starting from 0.0430% with PV of IDR52,976,000 in the first week, until it reached 45.9746% with PV of IDR56,640,699,393.97 in week 40. There was a significant increase especially in week 22 and 23, where the cumulative progress reached 30.2174% and the PV reached Rp26,187,179,493.85. The project showed stability with planned improvements, signaling effective resource allocation. This analysis provides important insights for project improvement to stay within the set budget and schedule.

 

Earned Value (EV) or BCWP Calculation

This study evaluates the performance of a construction project using the Earned Value Management (EVM) method. The focus of the analysis lies on the comparison between the initial plan and actual results, including weekly progress and budget utilization. The data analyzed includes weekly progress, cost realization, and Budgeted Cost of Work Performed (BCWP) for a 40-week period.

 

Table 2 EV or BCWP

Week To

Progress

Budget (RP)

Ev or BCWP

Realization

Cumulative

Realization (Rp)

Cumulative(Rp)

1

0,0000

0,0000

123.200.000.000,

-

-

2

0,0498

0,0498

123.200.000.000,

61.368.856,36

61.368.856,36

3

0,0493

0,0991

123.200.000.000,

60.702.856,36

122.071.712,73

4

0,0393

0,1383

123.200.000.000,

48.362.485,09

170.434.197,82

5

0,0300

0,2113

123.200.000.000,

36.946.242,55

�207.380.440,36

6

0,1077

0,3190

123.200.000.000,

�132.688.340,90

� 340.068.781,26

7

0,3439

0,6629

123.200.000.000,

423.644.974,09

�763.713.755,35

8

0,3345

0,9974

123.200.000.000,

412.152.371,42

1.175.866.126,77

9

0,3813

1,3787

123.200.000.000,

�469.735.958,04

1.645.602.084,82

10

0,4921

1,8708

123.200.000.000,

�606.261.792,70

2.251.863.877,52

11

0,6494

2,5202

123.200.000.000,

800.012.635,47

3.051.876.512,99

12

0,7557

3,2759

123.200.000.000,

931.082.030,05

3.982.958.543,04

13

2,2644

5,5403

123.200.000.000,

2.789.751.466,9

6.772.710.010,00

14

2,4951

8,0355

123.200.000.000,

3.073.996.623,9

9.846.706.633,92

15

0,5865

8,6220

123.200.000.000,

722.612.968,67

10.569.319.602,5

16

1,1126

9,7346

123.200.000.000,

1.370.781.784,6

11.940.101.387,2

17

5,5048

15,2394

123.200.000.000,

6.781.863.412,7

18.721.964.800,0

18

0,8021

16,0415

123.200.000.000,

988.187.200,00

19.710.152.000,0

19

0,2456

16,2871

123.200.000.000,

�302.579.200,00

20.012.731.200,0

20

0,2982

16,5853

123.200.000.000,

367.428.671,83

20.380.159.871,8

21

2,7571

19,3424

123.200.000.000,

3.396.748.298,6

�3.776.908.170,5

22

4,0148

23,3572

123.200.000.000,

4.946.213.990,1

28.723.122.160,6

23

3,7640

27,1212

123.200.000.000,

4.637.233.176,0

33.360.355.336,7

24

2,0157

29,1369

123.200.000.000,

2.483.317.392,9

35.843.672.729,6

25

2,4771

31,6139

123.200.000.000,

3.051.731.765,3

38.895.404.495,0

26

3,5557

35,1696

123.200.000.000,

4.380.617.983,9

43.276.022.478,9

27

3,9397

39,1093

123.200.000.000,

4.853.650.230,1

48.129.672.709,1

28

0,0000

39,1093

123.200.000.000,

������� -

48.129.672.709,1

29

0,0000

39,1093

123.200.000.000,

������ -

48.129.672.709,1

30

0,5283

39,6376

123.200.000.000,

650.913.005,13

48.780.585.714,2

31

0,5283

40,1660

123.200.000.000,

650.913.005,13

49.431.498.719,3

34

0,1570

42,5057

123.200.000.000

193.445.968,56

52.314.055.745,8

35

0,4118

42,9175

123.200.000.000,

507.335.390,03

52.821.391.135,8

36

1,2487

44,1662

123.200.000.000,

1.538.387.337,3

54.359.778.473,2

37

0,6640

44,8302

123.200.000.000,

818.031.375,21

55.177.809.848,4

38

0,1828

45,0130

123.200.000.000,

225.266.490,77

55.403.076.339,1

39

0,2594

45,2724

123.200.000.000,

319.569.357,97

55.722.645.697,1

40

2,8798

48,1522

123.200.000.000

3.547.926.859,5

59.270.572.556,7

Source: Processed by Researchers 2024.

 

Based on table 2 states that in the second week, the project achieved a progress of 0.0498% with BCWP IDR61,368,856.36. Until week 10, the cumulative progress reached 1.8708% with BCWP IDR 2,251,863,877.52. A significant increase occurred in week 17 (15.2394% cumulative progress with BCWP IDR 18,721,964,800.00) and weeks 22 and 23 (progress of 23.3572% and 27.1212% respectively with cumulative BCWP IDR 33,360,355,336.70). In week 40, the project reached a cumulative progress of 48.1522% with a BCWP of IDR59,270,572,556.70. Despite a few weeks without significant progress, the project showed a steady increase in progress. This analysis helps monitor resource allocation and adjust strategies to maintain project adherence to budget and schedule targets.

 

 

 

Actual Cost (AC) Calculation

This analysis assesses the 40-week project performance using the Earned Value Management (EVM) method, focusing on the comparison between Planned Value (PV), Earned Value (EV), and Actual Cost (AC).

 

Table 3 Comparison of PV, EV, and AC

Week to

PV or BCWS (Rp)

EV or BCWP (Rp)

Actual Cost (Rp)

1

52.976.000,00

-

 

2

176.844.448,38

61.368.856,36

 

3

340.136.396,76

122.071.712,73

 

4

487.291.075,24

170.434.197,82

 

5

634.445.753,72

207.380.440,36

 

6

727.683.540,63

340.068.781,26

 

7

1.048.572.123,65

763.713.755,35

 

8

1.602.384.519,96

1.175.866.126,77

 

9

1.999.413.079,85

1.645.602.084,82

 

10

3.018.923.515,84

2.251.863.877,52

 

11

4.191.660.128,92

3.051.876.512,99

 

12

5.797.330.290,48

3.982.958.543,04

 

13

7.428.213.566,89

6.772.710.010,00

 

14

9.237.385.927,29

9.846.706.633,92

 

15

11.049.166.302,21

10.569.319.602,59

 

16

12.924.360.260,21

11.940.101.387,25

 

17

17.179.147.782,60

18.721.964.800,00

155.535.750,00

18

18.709.479.059,11

19.710.152.000,00

1.234.202.250,00

19

22.630.331.471,05

20.012.731.200,00

1.234.202.250,00

20

26.187.179.493,85

20.380.159.871,83

7.124.011.500,00

21

26.769.885.075,22

23.776.908.170,51

7.124.011.500,00

22

32.099.846.663,95

28.723.122.160,68

12.946.810.500,00

23

37.227.825.190,77

33.360.355.336,77

25.982.046.197,60

24

40.557.272.011,94

35.843.672.729,67

25.982.046.197,60

25

43.037.025.400,55

38.895.404.495,03

25.982.046.197,60

26

43.482.166.062,93

43.276.022.478,95

25.982.046.197,60

27

47.068.118.478,95

48.129.672.709,14

39.267.286.950,60

28

47.068.473.801,49

48.129.672.709,14

40.978.107.352,20

29

47.710.345.801,49

48.129.672.709,14

40.978.107.352,20

30

47.771.442.188,30

48.780.585.714,27

40.978.107.352,20

31

51.096.155.121,87

49.431.498.719,39

40.978.107.352,20

32

51.282.000.000,00

50.512.000.000,00

40.978.107.352,20

33

52.584.301.175,42

52.120.609.777,29

40.978.107.352,20

34

53.232.613.753,16

52.314.055.745,85

40.978.107.352,20

35

54.139.685.918,98

52.821.391.135,88

42.184.352.968,20

36

55.544.085.113,69

54.359.778.473,21

42.184.352.968,20

37

56.640.699.393,97

55.177.809.848,42

42.184.352.968,20

38

57.370.523.512,43

55.403.076.339,19

42.184.352.968,20

39

58.100.347.630,90

55.722.645.697,16

42.184.352.968,20

40

60.272.113.645,19

59.270.572.556,73

8.597.173.030,20

Source: Processed by Researchers 2024.

 

At the start of the project, the PV reached IDR52,976,000 and the EV started to be measurable in the second week. During the first 10 weeks, EV consistently increased but was below the PV, indicating steady but slow progress. A significant improvement occurred in week 17 with EV surpassing PV, indicating accelerated project implementation. However, cost spikes occurred from week 20 onwards. By week 40, the project was almost complete with a PV of Rp60,272,113,645.19, EV of Rp59,270,572,556.73, and AC of Rp8,597,173,030.20. Overall, the project is on track with some manageable cost deviations.

 

Calculation of Project Performance, Cost Estimation and Project Completion Time

This analysis assesses the 40-week project performance using the Earned Value Management (EVM) method, focusing on the comparison between Planned Value (PV), Earned Value (EV), and Actual Cost (AC).

 

Table 4 PV or BCWS, EV or BCWP, Actual Cost, Schedule Variance (SV) and Cost Variance (SV)

Sunday

PV or BCWS (Rp)

EV or BCWP(Rp)

Actual Cost (Rp)

Schedule Variance (SV)

1

52.976.000,00

-

-

-52.976.000,00

2

176.844.448,38

61.368.856,36

-

-115.475.592,02

3

340.136.396,76

122.071.712,73

-

-218.064.684,03

4

487.291.075,24

170.434.197,82

-

-316.856.877,42

5

634.445.753,72

207.380.440,36

-

-427.065.313,35

6

727.683.540,63

340.068.781,26

-

-387.614.759,36

7

1.048.572.123,65

763.713.755,35

-

-284.858.368,29

8

1.602.384.519,96

1.175.866.126,77

-

-426.518.393,19

9

1.999.413.079,85

1.645.602.084,82

-

-353.810.995,03

10

3.018.923.515,84

2.251.863.877,52

-

-767.059.638,32

11

4.191.660.128,92

3.051.876.512,99

-

-1.139.783.615,93

12

5.797.330.290,48

3.982.958.543,04

-

-1.814.371.747,44

13

7.428.213.566,89

6.772.710.010,00

-

-655.503.556,89

14

9.237.385.927,29

9.846.706.633,92

-

609.320.706,63

15

11.049.166.302,21

10.569.319.602,59

-

-479.846.699,62

16

12.924.360.260,21

11.940.101.387,25

-

-984.258.872,96

17

17.179.147.782,60

18.721.964.800,00

155.535.750,00

1.542.817.017,40

18

18.709.479.059,11

19.710.152.000,00

1.234.202.250,00

1.000.672.940,89

19

22.630.331.471,05

20.012.731.200,00

1.234.202.250,00

-2.617.600.271,05

20

26.187.179.493,85

20.380.159.871,83

7.124.011.500,00

-5.807.019.622,02

21

26.769.885.075,22

23.776.908.170,51

7.124.011.500,00

-2.992.976.904,71

22

32.099.846.663,95

28.723.122.160,68

12.946.810.500,00

-3.376.724.503,27

23

37.227.825.190,77

33.360.355.336,77

25.982.046.197,60

-3.376.724.503,27

24

40.557.272.011,94

35.843.672.729,67

25.982.046.197,60

-3.867.469.854,01

25

43.037.025.400,55

38.895.404.495,03

25.982.046.197,60

-4.713.599.282,27

26

43.482.166.062,93

43.276.022.478,95

25.982.046.197,60

-4.141.620.905,51

27

47.068.118.478,95

48.129.672.709,14

39.267.286.950,60

-206.143.583,98

28

47.068.473.801,49

48.129.672.709,14

40.978.107.352,20

1.061.554.230,19

29

47.710.345.801,49

48.129.672.709,14

40.978.107.352,20

1.061.198.907,65

30

47.771.442.188,30

48.780.585.714,27

40.978.107.352,20

419.326.907,65

31

51.096.155.121,87

49.431.498.719,39

40.978.107.352,20

1.009.143.525,97

32

51.282.000.000,00

50.512.000.000,00

40.978.107.352,20

-1.664.656.402,47

33

52.584.301.175,42

52.120.609.777,29

40.978.107.352,20

-770.000.000,00

34

53.232.613.753,16

52.314.055.745,85

40.978.107.352,20

-918.558.007,31

35

54.139.685.918,98

52.821.391.135,88

42.184.352.968,20

-1.318.294.783,10

36

55.544.085.113,69

54.359.778.473,21

42.184.352.968,20

-1.184.306.640,47

37

56.640.699.393,97

55.177.809.848,42

42.184.352.968,20

-1.462.889.545,55

38

57.370.523.512,43

55.403.076.339,19

42.184.352.968,20

-1.967.447.173,24

39

58.100.347.630,90

55.722.645.697,16

42.184.352.968,20

-2.377.701.933,73

40

60.272.113.645,19

59.270.572.556,73

48.597.173.030,20

-1.001.541.088,46

Source: Processed by Researchers 2024.

 

At the start of the project, progress was slow with PV reaching Rp52,976,000.00 and EV starting to be measured in the second week. During the first 10 weeks, EV increased consistently but was below the PV, indicating steady but slow progress. A significant improvement occurred in week 17 with EV surpassing PV, indicating an acceleration in project implementation. However, a spike in actual costs was seen from week 20 onwards.

At week 40, the project was nearing completion with a PV of Rp60,272,113,645.19, EV of Rp59,270,572,556.73, and AC of Rp8,597,173,030.20. Overall, the project is on track with some manageable cost deviations.

 

Achievement Index Calculation

Analysis of project performance for 40 weeks using the Earned Value Management (EVM) method aims to evaluate the effectiveness of project implementation by comparing Planned Value (PV), Earned Value (EV), and Actual Cost (AC), as well as measuring Schedule Performance Index (SPI) and Cost Performance Index (CPI).

 

Table 5 Time Performance Index (SPI) and Cost Performance Index (CPI)

Sunday

PV or BCWS

EV or BCWP

ACWP

SPI

CPI

1

52.976.000,00

-

� -

0,000

0,000

2

176.844.448,38

61.368.856,36

�-

0,347

0,000

3

340.136.396,76

122.071.712,73

-

0,359

0,000

4

487.291.075,24

170.434.197,82

-

0,350

0,000

5

634.445.753,72

207.380.440,36

������ -

0,327

0,000

6

�727.683.540,63

340.068.781,26

������������ -

0,467

0,000

7

1.048.572.123,65

763.713.755,35

��������� -

0,728

0,000

8

1.602.384.519,96

1.175.866.126,77

����������� -

0,734

0,000

9

1.999.413.079,85

1.645.602.084,82

�� -

0,823

0,000

10

3.018.923.515,84

2.251.863.877,52

� -

0,746

0,000

11

4.191.660.128,92

3.051.876.512,99

������ -

0,728

0,000

12

5.797.330.290,48

3.982.958.543,04

������������� -

0,687

0,000

13

7.428.213.566,89

6.772.710.010,00

������� -

0,912

0,000

14

9.237.385.927,29

9.846.706.633,92

��� -

1,066

0,000

15

11.049.166.302,21

10.569.319.602,59

��� -

0,957

0,000

16

12.924.360.260,21

11.940.101.387,25

����� -

0,924

0,000

17

17.179.147.782,60

18.721.964.800,00

155.535.750,00

1,090

#####

18

18.709.479.059,11

19.710.152.000,00

1.234.202.250,00

1,053

15,970

19

22.630.331.471,05

20.012.731.200,00

1.234.202.250,00

0,884

16,215

20

26.187.179.493,85

20.380.159.871,83

7.124.011.500,00

0,778

2,861

21

26.769.885.075,22

23.776.908.170,51

7.124.011.500,00

0,888

3,338

22

32.099.846.663,95

28.723.122.160,68

12.946.810.500,00

0,895

2,219

23

37.227.825.190,77

33.360.355.336,77

25.982.046.197,60

0,896

1,284

24

40.557.272.011,94

35.843.672.729,67

25.982.046.197,60

0,884

1,380

25

43.037.025.400,55

38.895.404.495,03

25.982.046.197,60

0,904

1,497

26

43.482.166.062,93

43.276.022.478,95

25.982.046.197,60

0,995

1,666

27

47.068.118.478,95

48.129.672.709,14

39.267.286.950,60

1,023

1,226

28

47.068.473.801,49

48.129.672.709,14

40.978.107.352,20

1,023

1,175

29

47.710.345.801,49

48.129.672.709,14

40.978.107.352,20

1,009

1,175

30

47.771.442.188,30

48.780.585.714,27

40.978.107.352,20

1,021

1,190

31

51.096.155.121,87

49.431.498.719,39

40.978.107.352,20

0,967

1,206

32

51.282.000.000,00

50.512.000.000,00

40.978.107.352,20

0,985

1,233

33

52.584.301.175,42

52.120.609.777,29

40.978.107.352,20

0,991

1,272

34

53.232.613.753,16

52.314.055.745,85

40.978.107.352,20

0,983

1,277

35

54.139.685.918,98

52.821.391.135,88

42.184.352.968,20

0,976

1,252

36

55.544.085.113,69

54.359.778.473,21

42.184.352.968,20

0,979

1,289

37

56.640.699.393,97

55.177.809.848,42

42.184.352.968,20

0,974

1,308

38

57.370.523.512,43

55.403.076.339,19

42.184.352.968,20

0,966

1,313

39

58.100.347.630,90

55.722.645.697,16

42.184.352.968,20

0,959

1,321

40

60.272.113.645,19

59.270.572.556,73

48.597.173.030,20

0,983

1,220

 

The project initially experienced significant delays, indicated by SPI below 1. However, starting from week 13, the project showed improvement with SPI close to 1. By week 14, the project achieved excellence with SPI above 1, signaling schedule efficiency. Despite facing cost challenges, especially in week 20 with a drastically reduced CPI, the project managed to maintain a CPI above 1 after week 26, indicating better cost control. At the end of the period, the project was nearing completion with PV of IDR60,272,113,645.19, EV of IDR59,270,572,556.73, and AC of IDR48,597,173,030.20. SPI was at 0.983 and CPI at 1.220, indicating relative efficiency with controlled costs, despite challenges throughout the project.

 

Calculation of Estimated Project Time and Cost

The calculation of cost forecasts and project completion schedules provides an overview of the cost at the end of the project (Estimate at Completion = EAC) and the estimated project completion time (Estimate all Schedule = EAS).

 

1.      Project Time Forecast

In week 40, the estimated remaining work time (ETS) is calculated using the formula ETS = (remaining time) / SPI. With an SPI value of 0.98338, ETS is calculated to be 178 days. Then, to calculate the estimated time to complete all work (EAS), ETS was added to the finish time, resulting in an EAS of 453 days. Thus, the project work time is estimated to be 3 days longer than the original schedule, which can be anticipated by increasing working hours.

 

2.      Final Project Cost Forecast

In week 65, the estimated remaining cost (ETC) is calculated using the formula ETC = (Budget - BCWP) / SPI. With an SPI value of 0.9919, the ETC is calculated to be Rp 914,061,685. Then, the estimated final project cost (EAC) is calculated by adding the ETC to the actual cost (ACWP), resulting in an EAC of Rp 112,439,121,070.91. This cost is less than the contract value of IDR 123,200,000,000, indicating potential savings at the end of the project.

 

CONCLUSION

Based on the Earned Value analysis of the Situbondo - Ketapang - Banyuwangi Road and Bridge Preservation Project, it is concluded: 1. Cost performance (CPI > 1) indicates good cost management, but time performance (SPI < 1) indicates delay from planned. 2. The estimated cost through Estimate Temporary Cost is Rp 914,061,685, while the estimated final cost of the project is Rp 112,439,121,070.91. The estimated completion time is 178 days (Estimate Temporary Schedule) with an overall estimate of 453 days, 3 days longer than the original schedule.

Based on the above conclusions, there are several suggestions that can be given, among others: 1. Service providers should use the Earned Value Method from the beginning of the project to avoid cost and time mismatches. The use of the CPM method with Microsoft Project can improve scheduling. 2. The author is advised to expand the literature review and references to explore influential work and cost calculations to avoid delays.

 

 

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