115
Alternatif Bobot Lokal Bobot Global
a13 Waduk Cimara 0,027
0,0020
a14 Waduk Cigalagah
0,027 0,0020
a15 Waduk Haur Kuning 0,027
0,0020 Sumber : Analisa, 2011
5. 3. 14. Perhitungan Alternatif Terhadap Sub Kriteria Biaya
Pembangunan
Perhitungan alternatif dilakukan berdasarkan data yang diperoleh dari penelitian sebelumnya. Data yang ada kemudian dibandingkan satu sama lain
sebagai mana pada Tabel 5.53 di bawah ini. Tabel 5.53. Perhitungan Perbandingan Berpasangan Alternatif Terhadap Sub
Kriteria Biaya Pembangunan
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise
1
a1 a2
Rp 505.288.483.194,00 Rp 137.761.517.630,00 B
3,668 B
1
2 a1
a3 Rp 505.288.483.194,00 Rp 373.075.012.640,00
B 1,354
B 1
3
a1 a4
Rp 505.288.483.194,00 Rp 120.944.256.730,00 B
4,178 B
1
4 a1
a5 Rp 505.288.483.194,00 Rp 215.388.978.145,00
B 2,346
B 1
5 a1
a6 Rp 505.288.483.194,00 Rp 8.418.733.675,00
B 60,020
B 9
6 a1
a7 Rp 505.288.483.194,00 Rp 146.250.920.200,00
B 3,455
B 1
7
a1 a8
Rp 505.288.483.194,00 Rp 196.144.626.700,00 B
2,576 B
1
8 a1
a9 Rp 505.288.483.194,00 Rp 117.839.376.188,15
B 4,288
B 1
9
a1 a10
Rp 505.288.483.194,00 Rp 372.540.136.287,00 B
1,356 B
1
10 a1
a11 Rp 505.288.483.194,00 Rp 163.322.192.803,00
B 3,094
B 1
11 a1
a12 Rp 505.288.483.194,00 Rp 147.676.445.492,73
B 3,422
B 1
12 a1
a13 Rp 505.288.483.194,00 Rp 180.683.717.630,00
B 2,797
B 1
13
a1 a14
Rp 505.288.483.194,00 Rp 194.865.610.670,29 B
2,593 B
1
14 a1
a15 Rp 505.288.483.194,00 Rp 174.257.691.960,00
B 2,900
B 1
15
a2 a3
Rp 137.761.517.630,00 Rp 373.075.012.640,00 A
2,708 A
1
16 a2
a4 Rp 137.761.517.630,00 Rp 120.944.256.730,00
B 1,139
B 1
17 a2
a5 Rp 137.761.517.630,00 Rp 215.388.978.145,00
A 1,563
A 1
18 a2
a6 Rp 137.761.517.630,00 Rp 8.418.733.675,00
B 16,364
B 3
19
a2 a7
Rp 137.761.517.630,00 Rp 146.250.920.200,00 A
1,062 A
1
20 a2
a8 Rp 137.761.517.630,00 Rp 196.144.626.700,00
A 1,424
A 1
21
a2 a9
Rp 137.761.517.630,00 Rp 117.839.376.188,15 B
1,169 B
1
22 a2
a10 Rp 137.761.517.630,00 Rp 372.540.136.287,00
A 2,704
A 1
23 a2
a11 Rp 137.761.517.630,00 Rp 163.322.192.803,00
A 1,186
A 1
24 a2
a12 Rp 137.761.517.630,00 Rp 147.676.445.492,73
A 1,072
A 1
25
a2 a13
Rp 137.761.517.630,00 Rp 180.683.717.630,00 A
1,312 A
1
26 a2
a14 Rp 137.761.517.630,00 Rp 194.865.610.670,29
A 1,415
A 1
27
a2 a15
Rp 137.761.517.630,00 Rp 174.257.691.960,00 A
1,265 A
1
28 a3
a4 Rp 373.075.012.640,00 Rp 120.944.256.730,00
B 3,085
B 1
116
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise
29 a3
a5 Rp 373.075.012.640,00 Rp 215.388.978.145,00
B 1,732
B 1
30
a3 a6
Rp 373.075.012.640,00 Rp 8.418.733.675,00 B
44,315 B
7
31 a3
a7 Rp 373.075.012.640,00 Rp 146.250.920.200,00
B 2,551
B 1
32
a3 a8
Rp 373.075.012.640,00 Rp 196.144.626.700,00 B
1,902 B
1
33 a3
a9 Rp 373.075.012.640,00 Rp 117.839.376.188,15
B 3,166
B 1
34
a3 a10
Rp 373.075.012.640,00 Rp 372.540.136.287,00 B
1,001 B
1
35 a3
a11 Rp 373.075.012.640,00 Rp 163.322.192.803,00
B 2,284
B 1
36
a3 a12
Rp 373.075.012.640,00 Rp 147.676.445.492,73 B
2,526 B
1
37 a3
a13 Rp 373.075.012.640,00 Rp 180.683.717.630,00
B 2,065
B 1
38
a3 a14
Rp 373.075.012.640,00 Rp 194.865.610.670,29 B
1,915 B
1
39 a3
a15 Rp 373.075.012.640,00 Rp 174.257.691.960,00
B 2,141
B 1
40
a4 a5
Rp 120.944.256.730,00 Rp 215.388.978.145,00 A
1,781 A
1
41 a4
a6 Rp 120.944.256.730,00 Rp 8.418.733.675,00
B 14,366
B 3
42
a4 a7
Rp 120.944.256.730,00 Rp 146.250.920.200,00 A
1,209 A
1
43 a4
a8 Rp 120.944.256.730,00 Rp 196.144.626.700,00
A 1,622
A 1
44
a4 a9
Rp 120.944.256.730,00 Rp 117.839.376.188,15 B
1,026 B
1
45 a4
a10 Rp 120.944.256.730,00 Rp 372.540.136.287,00
A 3,080
A 1
46
a4 a11
Rp 120.944.256.730,00 Rp 163.322.192.803,00 A
1,350 A
1
47 a4
a12 Rp 120.944.256.730,00 Rp 147.676.445.492,73
A 1,221
A 1
48
a4 a13
Rp 120.944.256.730,00 Rp 180.683.717.630,00 A
1,494 A
1
49 a4
a14 Rp 120.944.256.730,00 Rp 194.865.610.670,29
A 1,611
A 1
50
a4 a15
Rp 120.944.256.730,00 Rp 174.257.691.960,00 A
1,441 A
1
51 a5
a6 Rp 215.388.978.145,00 Rp 8.418.733.675,00
B 25,584
B 4
52
a5 a7
Rp 215.388.978.145,00 Rp 146.250.920.200,00 B
1,473 B
1
53 a5
a8 Rp 215.388.978.145,00 Rp 196.144.626.700,00
B 1,098
B 1
54
a5 a9
Rp 215.388.978.145,00 Rp 117.839.376.188,15 B
1,828 B
1
55 a5
a10 Rp 215.388.978.145,00 Rp 372.540.136.287,00
A 1,730
A 1
56
a5 a11
Rp 215.388.978.145,00 Rp 163.322.192.803,00 B
1,319 B
1
57 a5
a12 Rp 215.388.978.145,00 Rp 147.676.445.492,73
B 1,459
B 1
58
a5 a13
Rp 215.388.978.145,00 Rp 180.683.717.630,00 B
1,192 B
1
59 a5
a14 Rp 215.388.978.145,00 Rp 194.865.610.670,29
B 1,105
B 1
60
a5 a15
Rp 215.388.978.145,00 Rp 174.257.691.960,00 B
1,236 B
1
61 a6
a7 Rp 8.418.733.675,00 Rp 146.250.920.200,00
A 17,372
A 3
62
a6 a8
Rp 8.418.733.675,00 Rp 196.144.626.700,00 A
23,299 A
4
63 a6
a9 Rp 8.418.733.675,00 Rp 117.839.376.188,15
A 13,997
A 3
64
a6 a10
Rp 8.418.733.675,00 Rp 372.540.136.287,00 A
44,251 A
7
65 a6
a11 Rp 8.418.733.675,00 Rp 163.322.192.803,00
A 19,400
A 3
66
a6 a12
Rp 8.418.733.675,00 Rp 147.676.445.492,73 A
17,541 A
3
67 a6
a13 Rp 8.418.733.675,00 Rp 180.683.717.630,00
A 21,462
A 4
68
a6 a14
Rp 8.418.733.675,00 Rp 194.865.610.670,29 A
23,147 A
4
69 a6
a15 Rp 8.418.733.675,00 Rp 174.257.691.960,00
A 20,699
A 4
70
a7 a8
Rp 146.250.920.200,00 Rp 196.144.626.700,00 A
1,341 A
1
71 a7
a9 Rp 146.250.920.200,00 Rp 117.839.376.188,15
B 1,241
B 1
72
a7 a10
Rp 146.250.920.200,00 Rp 372.540.136.287,00 A
2,547 A
1
73 a7
a11 Rp 146.250.920.200,00 Rp 163.322.192.803,00
A 1,117
A 1
74
a7 a12
Rp 146.250.920.200,00 Rp 147.676.445.492,73 A
1,010 A
1
75 a7
a13 Rp 146.250.920.200,00 Rp 180.683.717.630,00
A 1,235
A 1
76
a7 a14
Rp 146.250.920.200,00 Rp 194.865.610.670,29 A
1,332 A
1
Tabel 5.53.lanjutan
117
No Perbandingan
Data Lebih Baik
Rasio Perbandingan
Hasil Perbandingan A
B A
B Pilihan
Nilai Pairwise
77 a7
a15 Rp 146.250.920.200,00 Rp 174.257.691.960,00
A 1,191
A 1
78
a8 a9
Rp 196.144.626.700,00 Rp 117.839.376.188,15 B
1,665 B
1
79 a8
a10 Rp 196.144.626.700,00 Rp 372.540.136.287,00
A 1,899
A 1
80
a8 a11
Rp 196.144.626.700,00 Rp 163.322.192.803,00 B
1,201 B
1
81 a8
a12 Rp 196.144.626.700,00 Rp 147.676.445.492,73
B 1,328
B 1
82
a8 a13
Rp 196.144.626.700,00 Rp 180.683.717.630,00 B
1,086 B
1
83 a8
a14 Rp 196.144.626.700,00 Rp 194.865.610.670,29
B 1,007
B 1
84
a8 a15
Rp 196.144.626.700,00 Rp 174.257.691.960,00 B
1,126 B
1
85 a9
a10 Rp 117.839.376.188,15 Rp 372.540.136.287,00
A 3,161
A 1
86
a9 a11
Rp 117.839.376.188,15 Rp 163.322.192.803,00 A
1,386 A
1
87 a9
a12 Rp 117.839.376.188,15 Rp 147.676.445.492,73
A 1,253
A 1
88
a9 a13
Rp 117.839.376.188,15 Rp 180.683.717.630,00 A
1,533 A
1
89 a9
a14 Rp 117.839.376.188,15 Rp 194.865.610.670,29
A 1,654
A 1
90
a9 a15
Rp 117.839.376.188,15 Rp 174.257.691.960,00 A
1,479 A
1
91 a10
a11 Rp 372.540.136.287,00 Rp 163.322.192.803,00
B 2,281
B 1
92
a10 a12
Rp 372.540.136.287,00 Rp 147.676.445.492,73 B
2,523 B
1
93 a10
a13 Rp 372.540.136.287,00 Rp 180.683.717.630,00
B 2,062
B 1
94
a10 a14
Rp 372.540.136.287,00 Rp 194.865.610.670,29 B
1,912 B
1
95 a10
a15 Rp 372.540.136.287,00 Rp 174.257.691.960,00
B 2,138
B 1
96
a11 a12
Rp 163.322.192.803,00 Rp 147.676.445.492,73 B
1,106 B
1
97 a11
a13 Rp 163.322.192.803,00 Rp 180.683.717.630,00
A 1,106
A 1
98
a11 a14
Rp 163.322.192.803,00 Rp 194.865.610.670,29 A
1,193 A
1
99 a11
a15 Rp 163.322.192.803,00 Rp 174.257.691.960,00
A 1,067
A 1
100
a12 a13
Rp 147.676.445.492,73 Rp 180.683.717.630,00 A
1,224 A
1
101 a12
a14 Rp 147.676.445.492,73 Rp 194.865.610.670,29
A 1,320
A 1
102
a12 a15
Rp 147.676.445.492,73 Rp 174.257.691.960,00 A
1,180 A
1
103 a13
a14 Rp 180.683.717.630,00 Rp 194.865.610.670,29
A 1,078
A 1
104
a13 a15
Rp 180.683.717.630,00 Rp 174.257.691.960,00 B
1,037 B
1
105 a14
a15 Rp 194.865.610.670,29 Rp 174.257.691.960,00
B 1,118
B 1
Sumber : Analisa, 2011
Dari hasil perhitungan perbandingan berpasangan pada Tabel 5.53 maka dapat disusun matriks perbandingan berpasangan untuk alternatif terhadap sub
kriteria Biaya Pembangunan sebagaimana pada Tabel 5.54. .
Tabel 5.53. lanjutan
118 Tabel 5.54. Matriks Perbandingan Berpasangan Alternatif Terhadap Sub Kriteria
Biaya Pembangunan
a1 a2
a3 a4
a5 a6
a7 a8
a9 a10
a11 a12
a13 a14
a15 a1
1,000 1,000
1,000 1,000
1,000 0,111
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000
a2
1,000 1,000
1,000 1,000
1,000 0,333
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000
a3 1,000
1,000 1,000
1,000 1,000
0,143 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a4 1,000
1,000 1,000
1,000 1,000
0,333 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a5 1,000
1,000 1,000
1,000 1,000
0,250 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a6
9,000 3,000
7,000 3,000
4,000 1,000
3,000 4,000
3,000 7,000
3,000 3,000
4,000 4,000
4,000
a7 1,000
1,000 1,000
1,000 1,000
0,333 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a8
1,000 1,000
1,000 1,000
1,000 0,250
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000
a9 1,000
1,000 1,000
1,000 1,000
0,333 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a10 1,000
1,000 1,000
1,000 1,000
0,143 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a11 1,000
1,000 1,000
1,000 1,000
0,333 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a12
1,000 1,000
1,000 1,000
1,000 0,333
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000
a13 1,000
1,000 1,000
1,000 1,000
0,250 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
a14
1,000 1,000
1,000 1,000
1,000 0,250
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000
a15 1,000
1,000 1,000
1,000 1,000
0,250 1,000
1,000 1,000
1,000 1,000
1,000 1,000
1,000 1,000
Sumber : Analisa, 2011
Setelah dilakukan perhitungan eigen vektor, diperoleh bobot lokal untuk kelima belas alternatif, yang kemudian dikalikan dengan bobot sub kriteria Biaya
Pembangunan untuk memperoleh bobot global sebagai mana pada Tabel 5.55. Tabel 5.55. Bobot Alternatif Terhadap Sub Kriteria Biaya Pembangunan
Alternatif Bobot Lokal Bobot Global
a1
Waduk Seuseupan 0,053
0,0013
a2 Waduk Cihirup Cipanundan
0,056 0,0014
a3 Waduk Masigit
0,053 0,0013
a4 Waduk Maneungteung
0,056 0,0014
a5
Waduk Gunungkarung 0,055
0,0014
a6 Waduk Cihowe
0,225 0,0056
a7
Waduk Peucang 0,056
0,0014
a8 Waduk Dukuhbadag
0,055 0,0014
a9 Waduk Cileuweung
0,056 0,0014
a10 Waduk Ciwaru 0,053
0,0013
a11 Waduk Ciniru
0,056 0,0014
a12 Waduk Cimulya 0,056
0,0014
a13 Waduk Cimara
0,055 0,0014
a14 Waduk Cigalagah 0,055
0,0014
a15 Waduk Haur Kuning 0,055
0,0014 Sumber : Analisa, 2011
119
5. 3. 15. Perhitungan Alternatif Terhadap Sub Kriteria Biaya Pembebasan