3. 14. Perhitungan Alternatif Terhadap Sub Kriteria Biaya

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