plan maestro acueducto y alcantarillado

8/16/2019 Plan Maestro Acueducto y Alcantarillado

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Diámetros mm. Cantidad Porcentaje (%)

37.5 27 20,6

50.0 9 6,9

75.0 81 61,8

62.5 12 9,2

100 2 1,5

Total 131 100,00



$

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Distritos sanitarios

Distrito No Longitud (m) Porcentaje

Distrito# 1

1317.63 49.21%

Distrito

# 2

1001.81 37.42%

Distrito# 3 173.57 6.48%

Distrito# 4

184.50 6.89%

Total 2677.51 100.00%

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Diámetro tuberías



Diámetro pulg. Longitud(m) Porcentaje

8 pulg. 1543.96 57.66%

12 pulg. 1133.55 42.34%

Total 2677.51 100.00%

*34'-+ '3526*, :2 6)82*7+9 ?9 ,*-216+@2

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DIAMETRO DE TUBERIA Vs PORCENTAGE

%; 57,66

%; 42,34

8" 12"



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Distritos sanitarios

Distrito No Longitud (m) Porcentaje

Distrito# 1

1317.63 49.21%

Distrito# 2

1001.81 37.42%

Distrito# 3 173.57 6.48%

Distrito# 4

184.50 6.89%

Total 2677.51 100.00%

*34'-+ '96*'6,9 9+1'6+*',9 ?9 ,*-216+@2 :2 6)82*7+

Distritos Sanitarior Vs Porcentage de Longitud

Distrito1

50%

Distrito 3

6%

Distrito 2

37%

Distrito 4

7%

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Capacidad hidraúlica combinada Vs porcentaje

52%

48%

Cumple No cumple

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+8.+ '92S, *2:29 :2 :'96*'8)-'01

Estado de los Nudos de la Red Estado de las Líneas de la RedCota Demanda Base Longitud Diámetro

ID Nudo m LPS ID LíneaNudo 2 668,83 0,0354 m mmNudo 3 673,42 0 Tubería 1 34,91 50Nudo 4 674,39 0,0862 Tubería 2 51,44 50Nudo 5 674,65 0,011 Tubería 3 68,21 50Nudo 6 668,9 0,005 Tubería 4 33,85 50Nudo 7 675,15 0 Tubería M5 15,48 50Nudo 8 675,16 0,036 Tubería M6 60,61 50

Nudo 9 675,15 0 Tubería M7 24,37 50Nudo 10 675,01 0,00615 Tubería 8 46,96 62,5Nudo 11 675,32 0 Tubería 9 76,57 62,5Nudo 12 674,78 0,00615 Tubería 11 3,3 62,5Nudo 13 674,59 0 Tubería 12 97,33 62,5Nudo 14 675,22 0 Tubería 13 25,71 62,5Nudo 15 674,22 0 Tubería M14 28,43 50Nudo 16 674,95 0 Tubería 15 24,39 62,5Nudo 17 674,95 0 Tubería 16 6,41 62,5Nudo 18 682,55 0,0015 Tubería 18 97,37 50Nudo 19 680,48 0 Tubería 19 2,98 50Nudo 20 682,31 0 Tubería 20 23,16 62,5Nudo 21 684,1 0 Tubería 21 6,07 62,5Nudo 22 673,67 0,15 Tubería 23 2,18 62,5

Nudo 23 674,94 0 Tubería 24 33,65 50Nudo 24 674,94 0 Tubería 25 99,5 62,5Nudo 25 650,78 0,019 Tubería 26 85,12 50Nudo 26 652,88 0,025 Tubería 27 38,36 62,5Nudo 27 658,23 0,08743 Tubería 28 79,61 50Nudo 28 674,53 0,127 Tubería 29 1,06 50Nudo 29 673,8 0,1015 Tubería 31 48,22 50Nudo 30 670,79 0,0505 Tubería 32 2 62,5Nudo 31 662,64 0,0805 Tubería 33 35,52 62,5Nudo 32 674,69 0,042 Tubería M35 13,85 75Nudo 33 673,79 0 Tubería M36 15,37 75Nudo 34 673,93 0 Tubería 37 18,39 50Nudo 35 673,93 0 Tubería 39 27,13 50Nudo 36 670,63 0,0875 Tubería 40 84,83 75

Nudo 37 673,43 0,042 Tubería 41 42,68 75Nudo 38 669,26 0 Tubería 42 6,44 75Nudo 39 673,34 0,1015 Tubería 43 14,9 75Nudo 40 672,55 0 Tubería 45 44,09 75Nudo 41 672,02 0,096 Tubería 46 43,27 75Nudo 42 673,37 0 Tubería 47 17,96 75Nudo 43 673,37 0 Tubería 48 101,3 75Nudo 44 671,04 0 Tubería M49 45,42 50Nudo 45 672 0 Tubería M501 34,37 50Nudo 46 664,54 0,034 Tubería M51 5,83 75Nudo 47 671,51 0 Tubería M53 25,02 75Nudo 48 671,51 0 Tubería M54 23,86 50



+8.+ '92S, *2:29 :2 :'96*'8)-'01


ID Nudo m LPS ID LíneaNudo 49 666 0,1002 Tubería M55 16,33 50Nudo 50 646,85 0,1545 Tubería 56 31,21 50Nudo 51 648,81 0,042 Tubería 57 35,02 50Nudo 52 651,68 0 Tubería 58 64,99 50Nudo 53 651,94 0 Tubería 59 62,89 50Nudo 54 651,94 0 Tubería M60 109,9 50Nudo 55 630,05 0,032 Tubería M61 93,45 50Nudo 56 636,66 0,076 Tubería M62 121,52 50Nudo 57 653,43 0 Tubería M63 64,38 50

Nudo 58 665,14 0 Tubería M64 61,36 50Nudo 59 650,96 0 Tubería M65 96,73 50Nudo 60 649,71 0 Tubería M66 67,83 50Nudo 61 649,71 0 Tubería M67 43,07 50Nudo 62 649,89 0 Tubería M68 91,44 50Nudo 63 656,64 0,015 Tubería 69 37,95 50Nudo 64 661,18 0,0134 Tubería M70 4,93 50Nudo 65 655,34 0 Tubería M72 43,5 50Nudo 66 665,26 0 Tubería M73 100,52 50Nudo 67 672,84 0,002 Tubería M74 22,26 50Nudo 68 654,99 0 Tubería 75 105,91 50Nudo 69 654,42 0 Tubería 76 54,79 50Nudo 70 656,35 0 Tubería 77 67,46 62,5Nudo 71 658,81 0 Tubería 79 22,36 50

Nudo 72 659,97 0 Tubería 80 19,45 50Nudo 73 661,36 0 Tubería 81 53,88 50Nudo 74 660,54 0,036 Tubería 82 7,3 62,5Nudo 75 662,1 0,0573 Tubería M83 39,3 50Nudo 76 691,75 0,07 Tubería 84 4,99 50Nudo 77 685,51 0 Tubería M85 55,54 50Nudo 78 685,51 0 Tubería 86 33,81 50Nudo 79 686,89 0 Tubería 87 50,95 50Nudo 80 688,78 0 Tubería 88 7,38 75Nudo 81 690,6 0 Tubería 90 26,11 100Nudo 82 698,8 0 Tubería 91 35,79 100Nudo 83 689,77 0 Tubería 92 15,25 50Nudo 84 692,07 0 Tubería M93 56,85 50Nudo 85 697,1 0,025 Tubería M95 24,91 100Nudo 86 722,07 0 Tubería M96 22,69 100Nudo 87 726,37 0 Tubería M97 30,43 50Nudo 89 751,08 0 Tubería M98 41,37 50Nudo 90 765,84 0 Tubería M99 63,51 50Nudo 91 771,81 0 Tubería M100 24,28 100Nudo 92 780,99 0 Tubería 101 4,39 100Nudo 93 810,55 0 Tubería 102 41,09 100Nudo 94 835,54 0 Tubería 103 12,77 100Nudo 95 850,19 0 Tubería 104 3,01 100Nudo 96 849,71 0 Tubería 106 22,95 50Nudo 97 849,57 0 Tubería 107 32,41 75Nudo 98 841,16 0 Tubería 108 17,74 75Nudo 99 843,38 0 Tubería 109 69,23 75



+8.+ '92S, *2:29 :2 :'96*'8)-'01


ID Nudo m LPS ID LíneaNudo 100 885,49 0 Tubería 110 73,92 75Nudo 101 884,91 0 Tubería 111 164 75Nudo 102 863,32 0 Tubería 112 59,21 75Nudo 103 883,18 0 Tubería 113 258,8 75Nudo 104 915,54 0 Tubería 114 71,32 75Nudo 105 920,21 0 Tubería 115 109,57 75Nudo 106 927,07 0 Tubería 116 32,75 75Nudo 107 930,02 0 Tubería 117 71,92 75Nudo 108 934,51 0 Tubería 118 57,39 75

Nudo 109 935,15 0 Tubería 119 94,81 75Nudo 110 945,3 0 Tubería 120 50,84 75Nudo 111 942,91 0 Tubería 121 87,2 75Nudo 112 941,7 0 Tubería 122 59,6 75Nudo 113 948,17 0 Tubería 123 39,94 75Nudo 114 950,13 0 Tubería 124 30,29 75Nudo 115 954,84 0 Tubería 125 2,76 75Nudo 116 950,69 0 Tubería 126 5,79 100Nudo 117 940,05 0 Tubería 127 11,8 100Nudo 118 939,31 0 Tubería 128 7,84 100Nudo 119 895,64 0 Tubería 129 11,75 100Nudo 120 892,53 0 Tubería 130 42,4 100Nudo 121 890,05 0 Tubería 131 1,26 100Nudo 122 851,96 0 Tubería 132 7,87 150

Nudo 123 911,38 0 Tubería 133 4,76 150Nudo 124 972,22 0 Tubería 134 86,95 100Nudo 125 972,49 0 Tubería 135 42,13 100Nudo 126 969,7 0 Tubería 136 2,12 100Nudo 127 972,4 0 Tubería 137 26,79 100Nudo 128 973,22 0 Tubería 138 31,48 100Nudo 129 973,87 0 Tubería 139 29,96 100Nudo 130 973,41 0 Tubería 140 9,11 100Nudo 131 972,76 0 Tubería 141 15,35 100Nudo 132 974,32 0 Tubería 142 13,68 100Nudo 133 973,59 0 Tubería 143 4,7 100Nudo 134 974,17 0 Tubería 144 11,69 100Nudo 135 980,03 0 Tubería 145 20,36 100Nudo 136 985,62 0 Tubería 146 25,81 100Nudo 137 977,03 0 Tubería 147 4,7 100Nudo 138 988,4 0 Tubería 148 16,06 100Nudo 139 987,26 0 Tubería 149 10,02 100Nudo 140 985,43 0 Tubería 150 9,47 100Nudo 141 986,01 0 Tubería 151 20,47 100Nudo 142 987,13 0 Tubería 152 23,59 100Nudo 143 988,13 0 Tubería 153 8,53 100Nudo 144 983,92 0 Tubería 154 24,2 100Nudo 145 985,82 0 Tubería 155 6,64 100Nudo 146 988,36 0 Tubería 156 23,73 100Nudo 147 995,27 0 Tubería 157 4,3 100Nudo 148 983,43 0 Tubería 158 19,61 100Nudo 149 997,08 0 Tubería 159 24,49 100



+8.+ '92S, *2:29 :2 :'96*'8)-'01


ID Nudo m LPS ID LíneaNudo 150 1000,41 0 Tubería 160 12,21 100Nudo 151 1001,19 0 Tubería 161 24,69 100Nudo 152 1001,38 0 Tubería 162 6,45 100Nudo 153 1002,13 0 Tubería 163 23,82 100Nudo 154 1002,59 0 Tubería 164 7,17 100Nudo 155 1001,38 0 Tubería 165 54,05 100Nudo 156 1003,52 0 Tubería 166 98,52 100Nudo 157 975,44 0 Tubería 167 18,13 100Nudo 158 973,98 0 Tubería 168 6,89 100

Nudo 159 917,2 0 Tubería 169 15,95 100Nudo 160 911,06 0 Tubería 170 7,32 100Nudo 161 994,9 0 Tubería 171 19,42 100Nudo 162 1015,12 0 Tubería 172 23,7 100Nudo 163 1013,66 0 Tubería 173 70,7 100Nudo 164 1021,34 0 Tubería 174 35,03 100Nudo 165 1022,18 0 Tubería 175 47,17 100Nudo 166 1022,51 0 Tubería 176 12,12 100Nudo 167 1022,3 0 Tubería 177 71,67 100Nudo 168 1023,62 0 Tubería 178 19,54 100Nudo 169 1024,59 0 Tubería 179 12,93 100Nudo 170 1025,73 0 Tubería 180 4,05 100Nudo 171 1025,32 0 Tubería 181 17,46 100Nudo 172 1026,43 0 Tubería 182 24,14 100

Nudo 173 1028 0 Tubería 183 19,11 100Nudo 174 1026,42 0 Tubería 184 40,2 100Nudo 175 1026,01 0 Tubería 185 15,86 100Nudo 176 1029,1 0 Tubería 186 36,98 100Nudo 177 1029,1 0 Tubería 187 7,29 100Nudo 178 1029,85 0 Tubería 188 33,12 100Nudo 179 1030,64 0 Tubería 189 58,8 100Nudo 180 1030,38 0 Tubería M190 42,46 100Nudo 181 1027,71 0 Tubería M191 8,66 100Nudo 182 1030,91 0 Tubería M192 33,14 100Nudo 183 1031,53 0 Tubería M193 34,35 100Nudo 184 1031,53 0 Tubería M194 14,44 100Nudo 185 1034,25 0 Tubería M195 6,3 100Nudo 186 1040,23 0 Tubería M196 19,29 100Nudo 187 1040,9 0 Tubería M197 22,63 100Nudo 188 1055,23 0 Tubería M198 56,81 100Nudo 189 1056,33 0 Tubería M199 30,04 100Nudo 190 1057,61 0 Tubería M200 43,47 100Nudo 191 1058,59 0 Tubería M201 90,07 100Nudo 194 1029,07 0 Tubería M202 20,48 100Nudo 195 1025,57 0 Tubería M203 34,75 100Nudo 196 1027,85 0 Tubería M204 25,03 100Nudo 197 1026,18 0 Tubería M205 33,56 100Nudo 198 1018,13 0 Tubería M206 15,71 100Nudo 199 1021,34 0 Tubería M207 23,84 100Nudo 200 1022,53 0 Tubería M208 19,42 100Nudo 201 922,54 0 Tubería M209 27,79 100



+8.+ '92S, *2:29 :2 :'96*'8)-'01


ID Nudo m LPS ID LíneaNudo 202 909,71 0 Tubería M210 59,63 100Nudo 203 909,78 0 Tubería M211 22,94 100Nudo 204 911,14 0 Tubería M212 11,94 100Nudo 205 936,83 0 Tubería M213 83,92 100Nudo 206 948,64 0 Tubería M214 62,2 100Nudo 207 953,66 0 Tubería M215 14,59 100Nudo 208 994,28 0 Tubería M216 6,96 100Nudo 209 984,16 0 Tubería M217 87,5 100Nudo 210 971,4 0 Tubería M218 22,16 100

Nudo 211 861,15 0 Tubería M219 33,45 100Nudo 212 851,54 0 Tubería M220 68,99 100Nudo 213 732,2 0 Tubería M221 18,98 100Nudo 214 733 0 Tubería M222 30,53 100Nudo 215 673,8 0 Tubería M223 14,26 100Nudo 216 673,93 0 Tubería M224 146,56 100Nudo 217 673,93 0 Tubería M225 88,56 100Nudo 218 673,8 0,0938 Tubería 226 224,91 100Nudo 219 666,62 0 Tubería 227 37,31 100Nudo 220 650,73 0 Tubería 228 55,53 100Nudo 221 651 0,046 Tubería 229 70,22 100Nudo 222 671,95 0,208 Tubería 230 65,04 100Nudo 223 685,89 0 Tubería 231 53,31 100Nudo 224 685,89 0 Tubería 232 190,15 100

Nudo 225 673,15 0 Tubería 233 55,53 100Nudo 226 673,15 0 Tubería 234 383,46 75Nudo 228 1038,01 0 Tubería M905 34,01 100Nudo 227 949,39 0 Tubería M906 30,3 100Nudo 229 926,56 0 Tubería M1001 24,13 100Nudo 230 698,1 0 Tubería M235 44,59 100Nudo 231 705 0 Tubería M236 6,01 100Nudo 232 708,91 0 Tubería M239 2,13 75Nudo 233 713,57 0 Tubería M238 16,84 50Nudo 234 721,28 0 Tubería 240 14,83 50Nudo 237 690,6 0 Tubería M241 79,71 50Nudo 238 690,6 0 Tubería M242 39,47 50Nudo 239 654,22 0 Tubería 242 2,14 50Nudo 240 648,92 0 Tubería 243 0,02 100Nudo 241 636,66 0 Tubería 244 0,22 100Nudo 242 636,66 0,06 Tubería 245 0,05 14,6Nudo 243 673,79 0 Tubería 246 0,07 9,8Nudo 244 674,69 0 Tubería 54 0,04 12,3Nudo 245 673,8 0 Tubería 55 22,99 50Nudo 246 673,8 0 Válvula 10 Sin Valor 50Nudo 247 674,39 0 Válvula 17 Sin Valor 50Nudo 248 675,32 0 Válvula 22 Sin Valor 50Nudo 249 654,22 0 Válvula 30 Sin Valor 50Nudo 250 654,22 0 Válvula 34 Sin Valor 50Nudo 251 649,89 0 Válvula 38 Sin Valor 50Nudo 252 649,89 0 Válvula 44 Sin Valor 75Nudo 253 726,37 0 Válvula M52 Sin Valor 75



!

+8.+ '92S, *2:29 :2 :'96*'8)-'01


ID Nudo m LPS ID LíneaNudo 254 724,48 0 Válvula 78 Sin Valor 50Nudo 255 724,48 0 Válvula 89 Sin Valor 100Nudo 256 733 0 Válvula M94 Sin Valor 50Nudo 257 972,22 0 Válvula 105 Sin Valor 50Nudo 235 927,07 0 Válvula M50 Sin Valor 50Nudo 236 850,19 0 Válvula M505 Sin Valor 100Nudo 258 1040,9 0 Válvula V5 Sin Valor 50Nudo 259 662,67 0 Válvula V6 Sin Valor 50Nudo 509 653,43 0 Válvula V7 Sin Valor 50

Embalse192 1059,7 Sin Valor Válvula 5 Sin Valor 50Depósito 1 722,02 Sin Valor Válvula 6 Sin Valor 50Depósito193 1040,98 Sin Valor Válvula 7 Sin Valor 50Depósito88 732,68 Sin Valor Válvula 14 Sin Valor 50

Válvula 35 Sin Valor 50Válvula V45 Sin Valor 50Válvula 36 Sin Valor 50Válvula 49 Sin Valor 50Válvula 50 Sin Valor 50Válvula 51 Sin Valor 100Válvula 52 Sin Valor 100Válvula 53 Sin Valor 100Válvula 60 Sin Valor 25

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ITEM DESCRIPCIÓN UNIDAD CANTIDADVALOR

UNITARIO($)

VALORTOTAL ($)

9

9.1

<)!=8! 5& ,78&(- &!4-" S8%- F"5(8!" ^ c7( 78(' %!8B& %!8B& S 5& =!=8! -"7

8%. $ 458.442 $ 1.375.326

9,2

<)!=8! 5& 5,"4"$% &678!4"$% 5& "(& 9=&%-4: ^c ,( 50!&M "$% ,8!-"7!& %!8B& !!( 5&5&("="$% -80&(/ 5& ^ 1c %!8B& S &% %(&-

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1 $ 785.875 $ 3.143.501

9.3 &7!%-& -7'(*" , .+3M>> $ 1.691 $ 2.325.015

9.4 6="$% &% ,-&("! ,C% 5& > , ,. 1;3 $ 13.258 $ 6.562.883

9.5('8&M &-"( B A-5 5& -&("! 40(%-& 8!D8"&( 5"4-%"

,. +1M3 $ 21.454 $ 1.592.924

9.6!&%4 % ,-&("! !4"*"5 5& ! &6="$% Z;>[

,. 1>M+3 $ 6.457 $ 2.716.720

9.7 !&%4 % ,-&("! 5& 7(&4-, 5&%4"55 Z ;>[ ,. +1M3 $ 44.742 $ 3.322.114

9.8 -8(M (&-"( B 0-5 5& 7=",&%- *!&6"0!& ,. .3M1 $ 81.437 $ 2.902.430

9.9 80&(" ^ 1c < K , .+3M>> $ 44.696 $ 61.457.220

9.10 5 3J ?8%- "5(8!" ^ 1c 8% +M>> $ 114.046 $ 1.938.775

9.11 5 3J ?8%- "5(8!" ^ 1c 8% M>> $ 138.104 $ 2.209.664

9.12 5 13J ?8%- "5(8!" ^ 1c 8% +M>> $ 134.727 $ 943.089

9.13

4-"$% (&'8!5( 5& 7(&4"$% <&( 7!% KAK1 %!8B& -54 !4 &!&,&%-4 B !4 54 =)!=8!48,"%"4-(M -(%47(-& M !"$% B 78&4- &%,(F 5& &!&,&%-4 F"5()F8!"4 &% ! &4-"$%(&'8!5( 5& 7(&4"$% "),&-( 3> ,, 9c:N "%!8B&O4-"$% (&'8!5( 5& 7(&4"$% 5& cM B &4("4 5&8&(5 ! 7!% KAK1%!8B& S &%%(&-

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$ 5.177.413 $ 10.354.825

10

10,1%(&- 5& 7( %!S&4 5& &4("4 B7(-&"$% 5& -80&(/

,. M2 $ 370.990 $ 667.781

10,2 &( 5& (&*8&(# *B _ >>>> 74" 9"%!8B& *"'8("$%: U

2M2 $ 3.566 $ 295.233A SUBTOTAL (Incluye AIU) $ 101.807.501

B Costos directos (Sin AIU) $ 83.448.771

C Control de impacto comunitario (0.5%) -B x 0.5%- $ 417.244

D A.I.U (22%) A - B $ 18.358.730

E Impuesto de guerra (5%) sobre costos LEY 1106/2006 -B x 5%- $ 5.090.375

F INTERVENTORIA (6% DEL COSTO DEL COSTO OBRA FISICO) -B x 6%- $ 6.108.450

COSTO TOTAL B+C+D+E+F $ 113.423.569



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ESPECIF. ITEM DESCRIPCIÓN UNIDAD CANTIDAD VALORUNITARIO ($)

VALOR TOTAL($)

100 1 Actividades preeliminares104 1.1 Replanteo topográfico ml 124 1690,92 $ 209.181103 1.2 Desmonte y limpieza m2 16 3714,00 $ 60.278201 2 Excavaciones

2.1 Material común seco 0 - 2 m m3 181 13258,35 $ 2.400.8792.2 Material común humedo de 0 - 2 m m3 10 15057,00 $ 143.505

107.2 2.3 Excavación en roca a cualquier profundidad

m3 21 79831,92 $ 1.689.371202 3 Entibados

3.1 Temporal m2 31 13218,00 $ 410.6763.2 Permanente m2 2 25272,00 $ 41.326

204 4 Llenos4.1 Con material Selecto de la excavación m3 16 6456,85 $ 104.6104.2 Con material de prestamo m3 115 44742,28 $ 5.143.193

205 5 Cargue, retiro y botada del materialsobrante

5.1 A cualquier distancia m3

195 21453,52 $ 4.192.332

307 6 Pavimento flexible6.1 Retiro de pavimento flexible e = 0.10 m m2 113 81437,00 $ 9.236.1066.2 Reposición de pavimento flexible (incluye

corte, figuración, suministro, transporte einstalación) m2 113 508406,43 $ 57.660.473

303 6.3 Base granular e = 0.2 m m3 28 325242,00 $ 9.221.760

501 7 Concretos7.1

f`c = 210 Kg/cm2 para anclajes de tubería m3 0,22 349527,00 $ 76.308

803 8 Tubería PVC para alcantarillado8.1 PVC Ø6" m8.2 PVC Ø8" m 27 46354,00 $ 1.234.8108.3 PVC Ø18" m 95 195013,00 $ 18.612.775

800 9 Cámaras, cajas de inspección yacometidas de alcantarillado

9.1 Cilindro MH de 1.20 m incluye ganchos m 5 662675,00 $ 3.174.2139.2 Cilindro MH de 1.50 m incluye ganchos m 2 758250,00 $ 1.569.578



ESPECIF. ITEM DESCRIPCIÓN UNIDAD CANTIDAD

VALOR

UNITARIO ($)

VALOR TOTAL

($)817 9.3 Construcción Cámara de inspección para

aliviadero incluye base, cañuela, cono de 1.5m, anillo, tapa. un 1 1108675,00 $ 1.108.675

807 9.4 Construcción Cámara de inspección incluyebase, cañuela, cono de 1.2 m, anillo, tapa. un 3 749823,00 $ 2.249.469

822 10 Cabezotes de descarga10.1 Cabezote de Ø 18" un 1 564049,05 $ 564.049

11 Compuerta en fibra de vidrio paraaliviaderos

Para diámetro Ø18", b=0.60, h=0.45 un 1 95000,00 $ 95.000

400 12 Obras varias404 12.1 Entresuelo para apoyo de tubería 3/4" m3 28 64562,40 $ 1.785.643414 12.2 Tarjetas de referenciación de redes de

alcantarillado un 5 36258,40 $ 181.292A SUBTOTAL (Incluye AIU) $ 121.165.502B Costos directos (Sin AIU) $ 99.315.985C Control de impacto comunitario (0.5%) -B

x 0.5%- $ 496.580D A.I.U (22%) A - B $ 21.849.517E Impuesto de guerra (5%) sobre costos

totales LEY 1106/2006 -B x 5%- $ 6.058.275F INTERVENTORIA (6% DEL COSTO DEL

COSTO TOTAL) -B x 6%-$ 7.269.930

COSTO TOTAL B+C+D+E+F $ 134.990.287



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ESPECIF. ITEM DESCRIPCIÓN UNIDAD CANTIDADVALOR

UNITARIO ($)VALOR TOTAL

($)

100 1 Actividades preeliminares104 1.1 Replanteo topográfico ml 3449 1690,92 $ 5.831.480103 1.2 Desmonte y limpieza m2 93 3714,00 $ 346.400

107.1 1.3 Descapote y desenraice m2 39 23200,00 $ 893.650201 2 Excavaciones

2.1 Material común seco 0 - 2 m m3 2606 13258,35 $ 34.551.9652.2 Material común seco 2 - 4 m m3 505 22981,00 $ 11.597.714

2.3 Material común seco 4 m en adelante m3

20 35355,00 $ 724.7452.4 Material común humedo de 0 - 2 m m3 137 15057,00 $ 2.065.2292.5 Material común humedo 2 - 4 m m3 27 22981,00 $ 610.4062.6 Material común húmedo 4 m en adelante m 1 30200,00 $ 32.5832.7 Excavación manual para apiques m3 3 14023,00 $ 38.468

107.2 2.8 Excavación en roca a cualquierprofundidad

m3 1052 79831,92 $ 83.977.467

202 3 Entibados3.1 Temporal m2 980 13218,00 $ 12.954.3123.2 Permanente m2 52 25272,00 $ 1.326.183

203 3.3 Trinchos m2 35 17020,00 $ 589.150

204 4 Llenos4.1 Con material Selecto de la excavación m3 319 6456,85 $ 2.061.2344.2 Con material de prestamo m3 3720 44742,28 $ 166.463.333

205 5 Cargue, retiro y botada del materialsobrante

5.1 A cualquier distancia m3 4024 21453,52 $ 86.335.135

308 6 Pavimento rígido6.1 Rotura y retiro m3 390 89433,00 $ 34.893.2446.2 Reposición en concreto f´c = 210 kg/cm

m3

390 498126,58 $ 194.349.426307 7 Pavimento flexible

7.1 Retiro de pavimento flexible e = 0.10 m m2 645 81437,00 $ 52.547.5627.2 Reposición de pavimento flexible (incluye

corte, figuración, suministro, transporte einstalación)

m2 645 508406,43 $ 328.051.355

303 7.3 Base granular e = 0.2 m m3 154 325242,00 $ 50.168.410

501 8 Concretos8.1 f`c = 210 Kg/cm2 para anclajes de tubería m3 35 349527,00 $ 12.271.678



ESPECIF. ITEM DESCRIPCIÓN UNIDAD CANTIDAD VALORUNITARIO ($) VALOR TOTAL($)

803 9 Tubería PVC para alcantarillado9.1 PVC Ø6" m 1396 49476,00 $ 69.068.4969.2 PVC Ø8" m 163 46354,00 $ 7.533.6359.3 PVC Ø10" m 2102 66784,00 $ 140.360.0489.4 PVC Ø12" m 643 94169,00 $ 60.572.4979.5 PVC Ø16" m 149 148801,00 $ 22.137.9209.6 PVC Ø18" m 249 195013,00 $ 48.604.3309.7 Silla Yee de empalme a la red 200x160 un 26 101779,00 $ 2.606.5049.8 Silla Yee de empalme a la red 250x160 un 285 194594,00 $ 55.368.8409.9 Silla Yee de empalme a la red 315x160 un 107 292495,00 $ 31.321.185

9.10 Silla Yee de empalme a la red 400x160 un 20 167675,00 $ 3.377.2579.11 Silla Yee de empalme a la red 450x160 un 28 199732,00 $ 5.525.368

10 Tubería acero para alcantarillado10.1 Tubería de Ø 8" m 10 234482,00 $ 2.252.087

800 11 Cámaras, cajas de inspección yacometidas de alcantarillado

11.1 Cilindro MH de 1.20 m incluye ganchos m 196 662675,00 $ 130.210.12111.2 Cilindro MH de 1.50 m incluye ganchos m 6 758250,00 $ 4.621.534

817 11.3 Construcción Cámara de inspección paraaliviadero incluye base, cañuela, cono de1.5 m, anillo, tapa.

un 4 1108675,00 $ 4.434.700

807 11.4 Construcción Cámara de inspecciónincluye base, cañuela, cono de 1.2 m,anillo, tapa.

un 100 749823,00 $ 74.982.300

815 11.5 Construcción Cajas de empalme adomiciliar un 465 120281,00 $ 55.970.759

816 11.6 Construcción Cajas de inspección ml 10 95000,00 $ 912.950

12 Adecuación de cámaras de inspecciónexistentes:

12.1 Abocada de tubería y resane en cualquierdiámetro un 22 125660,00 $ 2.764.520

12.2 Colocación de escales tipo uña de gato un 13 14934,35 $ 194.14712.3 Reposición de tapa en concreto f´c = 210

kg/cm2 para cámara de inspección un 2 166037,00 $ 332.074

819 13 Sumidero Tipo B para aguas lluvias13.1 Construcción de Sumidero Tipo B para

aguas lluvias un 39 424729,00 $ 16.564.431




105.1 al105.5,819,4.2.7

14 Demoliciones

14.1 De cámaras y cajas de inspección ml 40 211718,00 $ 8.468.72014.2 Demolición de andenes m3 84 29427,62 $ 2.464.85714.3 Demolición obras en concreto m3 0,20 59600,00 $ 11.920

15 Reconstrución de andenes

403,403.A.2,

501,506,507,

4.445

15.1 Construcción y/o reconstrucción enconcreto f`c = 210 kg/cm2

m2 419 67750,00 $ 28.373.700

15.2 Construcción y/o reconstrucción envitrificado

m2 209 32933,90 $ 6.896.359

15.3 Construcción y/o reconstrucción engranito m2 209 31467,46 $ 6.589.286

822 16 Cabezotes de descarga16.1 Cabezote de Ø 10" un 2 350000,00 $ 700.00016.2 Cabezote de Ø 12" un 1 420000,00 $ 420.00016.3 Cabezote de Ø 16" un 1 504000,00 $ 504.00016.4 Cabezote de Ø 18" un 604800,00

17 Compuerta en fibra de vidrio paraaliviaderosPara diámetro Ø10" y Ø12", b=0.40,h=0.25

un 3 95000,00 $ 285.000

Para diámetro Ø16", b=0.50, h=0.35 un 1 88000,00 $ 88.000

400 18 Obras varias404 18.1 Entresuelo para apoyo de tubería 3/4" m 566 64562,40 $ 36.519.999414 18.2 Tarjetas de referenciación de redes de

alcantarillado un 122 36258,40 $ 4.423.525

A SUBTOTAL (Incluye AIU) $ 1.918.142.197B Costos directos (Sin AIU) $ 1.572.247.703C Control de impacto comunitario (0.5%)

-B x 0.5%- $ 7.861.239

D A.I.U (22%) A - B $ 345.894.495




E Impuesto de guerra (5%) sobre costosTOTALES LEY 1106/2006 -B x 5%- $ 95.907.110

F INTERVENTORIA (6% DEL COSTODEL COSTO DIRECTO) -B x 6%- $ 115.088.532

COSTO TOTAL B+C+D+E+F $ 2.136.999.078NOTA: Todos los Ítems incluyen Suministro, transporte e instalación. Todos los valores unitariosincluyen A.I.U.



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