Spreadsheet: 8b732548-3202-485b-96a7-9a9345660c44
Sheet: CRONO

 |  |  | CRONOGRAMA FISICO - FINANCIERO
 |  | CRONOGRAMA REFORMULADO DE OBRA - ORDEN DE CAMBIO No 1
 |  | PROYECTO PAVIMENTACION ZUDAÑEZ - PADILLA:   [NAME]: (INICIO:99+000; FIN:167+668)
 |  | N° | Descripcion de Rubros/Items | Unidad | [NAME]( Bs ) | CANTIDADES Y MONTOS |  |  |  |  |  |  | Notas | [NAME] 10 | [NAME] 12 | [NAME] 12 | [NAME] 13 | [NAME] 14 | [NAME] 15 | [NAME] 17 |  | [NAME] 18 | [NAME] 19 | [NAME] 20 | [NAME] 21 | [NAME] 22 | [NAME] 23 | [NAME] 24 | [NAME] 25 | [NAME] 26 | [NAME] 27 | [NAME] 28 | [NAME] 29 | [NAME] 30 | [NAME] 31 | [NAME] 32 |  | Año 1 | [NAME] | Año 3
 |  |  |  |  |  | Contrato Original | Contrato Modific.#3 | Ejecutada | Adicional | TOTAL | A  Ejecutar |  |  | 2011-10-01 00:00:00 | 2011-11-01 00:00:00 | 2011-12-01 00:00:00 | 2012-01-01 00:00:00 | 2012-02-01 00:00:00 | 2012-03-01 00:00:00 | 2012-05-01 00:00:00
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | [NAME]
 |  | 1 | MOVIMIENTO DE TIERRAS.
P |  | 1 | 1.1 Desbroce, Desbosque, Destronque y Limpieza | [ ha ] | 3467.88 | 378 | 391 | 0.75 |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje |  |  |  |  |  |  |  |  |  |  | 0.1 | 0.1 | 0.1 | 0.1 |  |  |  | 0.15 | 0.15 | 0.15 | 0.148
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 2 | 1.2 Excavación No Clasificada Distancia < 300 m | [ m³ ] | 17.35 | 757437 | 840374.49 | 325132.65 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 25000 | 25000 | 25000 | 25000 | 25000 | 25000 | 25000 | 50000 | 50000 | 60000 | 75000 | 60000 | 45241.84
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 3 | 1.3 Excavación en Fango [NAME] < 300 m | [ m³ ] | 26.97 | 22724 | 22724 | 0 | -13395.1064 |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1865.77
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 0.2 | 0.2 | 0.2 | 0.2 | 0.2
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 4 | 1.4 Terraplén con Material de Préstamo | [ m³ ] | 21.91 | 201199 | 203324.05 | 106111.67 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 1500 | 1500 | 1500 | 1500 | 5000 | 5000 | 5000 | 10000 | 10000 | 10000 | 15000 | 15000 | 16212.38
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 5 | 1.5 Terraplén con Material de Corte | [ m³ ] | 11.19 | 299800 | 323252 | 47007.92 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 15000 | 20000 | 20000 | 25000 | 15000 | 25000 | 25000 | 25000 | 35000 | 35000 | 36244.08
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 6 | 1.6 Relleno Compactado en Áreas de Depósito | [ m³ ] | 4.05 | 409401 | 471920.81 | 165193.72 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 10000 | 15000 | 15000 | 15000 | 15000 | 15000 | 15000 | 35000 | 35000 | 35000 | 35000 | 35000 | 31727.09
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 7 | 1.7 Remoción de Derrumbes | [ m³ ] | 19.71 | 75744 | 75744 | 9913.26 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  | 5000 | 10000 | 10000 | 15000 | 15000 | 6000 | 4830.74
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 8 | 1.8 Sobreacarreo para [NAME] m | [ m³-km ] | 2.48 | 152240 | 157482.36 | 9504.28 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 1500 | 1500 | 1500 | 1500 | 1500 | 1500 | 1500 | 23500 | 23500 | 23500 | 23500 | 23500 | 19978.08
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 9 | 1.9 Transporte de Material de Acopios | [ m³-km ] | 2.22 | 1647249 | 1650035.58 | 172514.55 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 3500 | 4500 | 4500 | 5000 |  |  |  | 250000 | 250000 | 250000 | 266000 | 369021.03
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 10 | 1.10 Transporte de Material de Buzones | [ m³-km ] | 1.97 | 1072633 | 1147878.35 | 157798.82 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 2500 | 2500 | 7500 | 7500 | 7500 | 10000 | 10000 | 200000 | 200000 | 200000 | 200000 | 142579.53
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 11 | 1.11 Pedraplén para [NAME] | [ m³ ] | 40.81 | 22724 | 22724 | 554.52 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  | 3500 | 3500 | 3500 |  | 4000 | 4000 | 3669.48
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  MOVIMIENTO  DE  SUELOS |  |  |  |  |  |  | % |  |  |  | %
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs.
 |  | 2 | PAVIMENTACION. |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 35267840.13
P |  | 12 | 2.1 Sub Base Material Granular | [ m³ ] | 50.89 | 312513 | 327829.31 | 89350.93 | -10000.39 |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 15000 | 20000 | 20000 | 20000 | 20000 | 15000 | 10000 | 10000 | 10000 | 25000 | 25000 | 25000 | 13477.99
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 13 | 2.2 Base Material Granular | [ m³ ] | 102.45 | 176706 | 184750.72 |  | -19450.81 |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 2500 | 10000 | 15000 | 15000 | 15000 | 15000 | 10000 | 10000 | 10000 | 15000 | 15000 | 15000 | 17799.91
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 14 | 2.3 Imprimación - Ejecución | [ m² ] | 0.83 | 785875 | 827538.15 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 11700 | 28000 | 70000 | 50000 | 40000 | 40000 | 40000 | 125000 | 125000 | 125000 | 125000 | 47838.15
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 15 | 2.4 Riego [NAME] | [ m² ] | 0.99 | 157175 | 165508.39 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 2700 | 6000 | 15000 | 10000 | 10000 | 10000 | 21000 | 25000 | 25000 | 25000 | 15808.39
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 16 | 2.5 Tratamiento Superficial Doble - Ejecución | [ m² ] | 7.89 | 785875 | 827267.38 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 2700 | 30000 | 40000 | 30000 | 30000 | 100000 | 120000 | 120000 | 120000 | 120000 | 114567.38
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 17 | 2.6 Suministro de Asfalto Diluido para [NAME] | [ lt ] | 7.51 | 943050 | 991642.34 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 56002.34
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 18 | 2.7 Suministro de Asfalto Diluido/Emulsión para el Riego de Liga | [ lt ] | 8.4 | 94305 | 99164.18 |  |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 19 | 2.9 Suministro de Asfalto Diluido/Emulsión para Tratamiento Superficial | [ lt ] | 8.4 | 2750563 | 2891388.06 |  |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 20 | 2.10 Transporte de Material Granular | [ m³-km ] | 2.22 | 5374508 | 5797215.06 | 714755.13 |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  PAVIMENTACION |  |  |  |  |  |  | % |  |  |  | %
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs.
 |  | 3 | OBRAS DE DRENAJE |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 88426484.66 |  | ok
 |  | 21 | 3.1 Zanjas de Coronamiento Revestidas, Incluye Excavación | [ m ] | 124.34 | 11394.6 | 12699.09 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  | 300 | 700 | 1000 | 1000 | 1500 | 1000 | 1000 | 1000 | 1000 | 1000 | 1000 | 1000 | 1199.09
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 22 | 3.1A Zanjas de Coronamiento Sin Revestir | [ m ] | 26.33 | 2426.55 | 2426.55 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 180 | 180 | 190 | 190 | 190 | 190 | 190 | 190 | 190 | 190 | 190 | 190 | 166.55
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 23 | 3.3 Cuneta Revestida en Corte, Incluye Excavación | [ m ] | 124.03 | 66394.65 | 68583.27 |  | 20169.76 |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 5000 | 9000 | 9000 | 4500 | 4500 | 4500 | 4500 | 4500 | 9000 | 11500 | 11500 | 11253.03
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 24 | 3.4 Cuneta Revestida de Pie de Terraplén, Incluye Excavación | [ m ] | 124.34 | 9274.65 | 9715.65 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 740 | 740 | 740 | 740 | 740 | 740 | 750 | 750 | 750 | 750 | 750 | 750 | 775.65
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 25 | 3.6 Cuneta [NAME] y Terraplén | [ m ] | 124.34 | 8429.4 | 8754.4 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 670 | 670 | 670 | 670 | 670 | 670 | 675 | 675 | 675 | 675 | 675 | 675 | 684.4
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 26 | 3.7 Bordillo de Protección de Terraplén (Hormigón Tipo "B") | [ m ] | 136.87 | 27269.55 | 27610.8 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2120 | 2170.8
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 27 | 3.8 Armadura de Refuerzo para Obras de Drenaje Menor (fy = 4200 kg/cm2) | [NAME] | 12.56 | 460683 | 501474.62 | 66164.18 |  |  |  |  | [NAME] |  |  |  |  |  |  | 102900
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | mal
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 28 | 3.9 Hormigón Tipo "A" para Obras de Drenaje Menor (fck = [NAME]/cm2) | [ m³ ] | 1417.95 | 5713 | 6847.65 | 698.97 |  |  |  |  | [NAME] |  |  |  |  |  |  | 1470 |  | 300 | 450 | 450 | 450 | 450 | 450 | 450 | 450 | 450 | 450 | 510 | 517.65
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 29 | 3.10 Hormigón Tipo "E" para Obras de Drenaje Menor (fck = [NAME]/cm2) | [ m³ ] | 743.48 | 422 | 429.6 | 68.65 |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 30 | 3.11 Hormigón Ciclópleo para Obras de Drenaje Menor | [ m³ ] | 938.19 | 1011 | 1074.03 | 233.35 |  |  |  |  | [NAME] |  |  |  |  |  |  | 255 |  | 60 | 60 | 70 | 70 | 70 | 70 | 70 | 70 | 70 | 70 | 70 | 69.03
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 31 | 3.12 Excavación No Clasificada para Obras de Drenaje Menor | [ m³ ] | 18.58 | 58674 | 59503.18 | 3102.06 |  |  |  |  | [NAME] |  |  |  |  |  |  | 12763.42
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 32 | 3.13 Excavación para Encauces y Canalizaciones en Obras de Drenaje Menor | [ m³ ] | 16.9 | 12252 | 12252 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 3000 |  |  | 600 | 600 | 600 | 600 | 600 | 600 | 600 | 600 | 600 | 600 | 1200 | 1200 | 852
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 33 | 3.14 Excavación en Encauces de Rios y Quebradas | [ m³ ] | 16.9 | 2934 | 2934 | 1960.1 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 152 | 153 | 154 | 155 | 156 | 157 | 46.9
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 34 | 3.15 [NAME] para [NAME] | [ m³ ] | 39.62 | 12302 | 12430 | 82.66 |  |  |  |  | [NAME] |  |  |  |  |  |  | 2666.23
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 35 | 3.16 [NAME] para Obras de Drenaje Menor | [ m³ ] | 49.26 | 14956 | 15320.68 | 904.55 |  |  |  |  | [NAME] |  |  |  |  |  |  | 3286.28
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 36 | 3.17 Alcantarilla Simple con [NAME] [NAME] ø = 1.0 m | [ m ] | 1568.32 | 1109 | 1164 | 251 |  |  |  |  | [NAME] |  |  |  |  |  |  | 435 |  | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 60 | 69
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 37 | 3.19 Sub Dren Longitudinal en [NAME], Incluye Excavación | [ m ] | 169.92 | 9084 | 9084 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 600 | 600 | 600 | 600 | 600 | 600 | 600 | 600 | 1000 | 1000 | 1000 | 1284
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 38 | 3.20 Sub Dren Longitudinal en Roca, Incluye Excavación | [ m ] | 210.99 | 17513 | 17513 |  |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 39 | 3.21 Sub Dren Transversal | [ m ] | 78.13 | 1511 | 1511 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 125 | 125 | 125 | 125 | 125 | 125 | 125 | 125 | 125 | 125 | 125 | 136
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 40 | 3.23 [NAME] | [ m³ ] | 104.86 | 7151 | 7151 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 550 | 550 | 550 | 550 | 550 | 550 | 550 | 550 | 550 | 800 | 800 | 601
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 41 | 3.25 Zampeado de Piedra con [NAME] (e = 0.20 m) | [ m² ] | 101.89 | 6697 | 8901.55 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 2225 |  | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 445 | 446.55
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 42 | 3.26 Escorellado con Piedra Acomodada (e=0.30 m) | [ m² ] | 45.55 | 4681 | 7561 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 1875 |  | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 375 | 436
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 43 | 3.27 Gaviones Tipo Cajon | [ m³ ] | 350.19 | 73 | 73 | 73 |  |  |  |  | [NAME]
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 44 | 3.28 Gaviones [NAME] | [ m³ ] | 470.24 | 128 | 754.53 | 24 |  |  |  |  | [NAME] |  |  |  |  |  |  | 200 |  | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 40 | 34.53
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 45 | 3.29 [NAME] | [ ml ] | 81.12 | 4117 | 4117 | 341.96 |  |  |  |  | [NAME] |  |  |  |  |  |  | 1200 |  | 240 | 240 | 240 | 240 | 240 | 240 | 240 | 240 | 240 | 240 | 240 | 277
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 46 | 3.30 Demolición de Obras de Drenaje | [ m³ ] | 723.98 | 501 | 601 | 478.68 | 499 |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 35 | 35 | 35 | 75 | 75 | 100 | 100 | 100 | 66.32
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 47 | 3.31 Water Stops | [ ml ] | 261.16 | 1375 | 1375 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 294.94
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  OBRAS  DE  DRENAJES |  |  |  |  |  |  | % |  |  |  | % |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | HOJA
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs. |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1  DE  3
 |  | 4 | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 46861499.26 |  | ojo
 |  | 48 | 4.1 Excavación para [NAME] y/o Gaviones | [ m³ ] | 18.89 | 14552 | 34475.25 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 2025 |  | 1000 | 1465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2465 | 2870.25
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 49 | 4.2 Hormigón Ciclópeo | [ m³ ] | 938.19 | 1649 | 1826.3 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 105 |  | 50 | 80 | 130 | 130 | 130 | 130 | 130 | 130 | 200 | 200 | 200 | 200 | 11.3
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 50 | 4.3 Hormigón Tipo A fck = [NAME]/cm2 | [ m³ ] | 1417.95 | 1702 | 1702 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 100 |  | 22 | 100 | 122 | 122 | 122 | 122 | 122 | 122 | 122 | 122 | 126 | 126 | 126 | 126
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 51 | 4.4 [NAME] Fy = 4200 [NAME]/cm2 | [NAME] | 12.56 | 95589 | 95589 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 5620 |  |  | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 6830 | 1179
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 52 | 4.5 Gaviones [NAME] m | [ m² ] | 108.63 | 678 | 678 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 39 |  |  | 49 | 49 | 49 | 49 | 49 | 49 | 49 | 49 | 49 | 49 | 49 | 49 | 51
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 53 | 4.6 Gaviones Tipo Cajón | [ m³ ] | 350.19 | 7058 | 14728 | 95 |  |  |  |  | [NAME] |  |  |  |  |  |  | 940 |  | 100 | 700 | 800 | 800 | 800 | 800 | 800 | 800 | 800 | 800 | 1000 | 1500 | 1500 | 1500 | 1088
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 54 | 4.7 [NAME] | [ m³ ] | 37.21 | 2778 | 6016.11 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 430 | 426.11
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 55 | 4.8 Red Metálica para Protección de Taludes | [ m² ] | 171.18 | 15750 | 15750 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  | 1430 | 1430 | 1430 | 1430 | 1430 | 1430 | 1430 | 1430 | 1430 | 1430 | 1450
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 56 | 4.9 [NAME] para [NAME] | [ m³ ] | 87.64 | 2226 | 2304.75 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 135 |  |  |  | 150 | 150 | 150 | 150 | 150 | 150 | 150 | 200 | 200 | 200 | 200 | 200 | 119.75
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 57 | 4.10 Tubos de Drenaje PVC Ø 6" | [ m ] | 68.54 | 1195 | 1413.55 |  |  |  |  |  | [NAME] |  |  |  |  |  |  | 83 |  |  |  | 92 | 92 | 92 | 92 | 92 | 92 | 92 | 125 | 125 | 125 | 125 | 125 | 61.55
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 58 | 4.11 Manto Geotextil | [ m² ] | 15.71 | 7848 | 20923.6 | 11.5 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1580 | 1952.1
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 59 | 4.12 Geomalla Uniaxial | [ m² ] | 63.82 | 26042 | 26042 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  | 2370 | 2370 | 2370 | 2370 | 2370 | 2370 | 2370 | 2370 | 2370 | 2370 | 2342
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 60 | 4.13 Drenes Horizontales Profundos | [ m ] | 129.65 | 420 | 420 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  | 50 | 50 | 50 | 50 | 25 | 25 | 25 | 25 | 25 | 50 | 45
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 61 | 4.14 Protección Con [NAME] | [ m ] | 277.33 | 1260 | 1260 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  | 60 | 120 | 120 | 120 | 120 | 120 | 120 | 120 | 120 | 120 | 120
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 62 | 4.15 Jardines | [ m² ] | 46.4 | 4074 | 4174 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 521 | 521 | 521 | 521 | 521 | 521 | 521 | 527
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 63 | 4.16 Bordillos doble Via, Rotondas | [ m ] | 106.6 | 4988 | 5659.25 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 707 | 707 | 707 | 707 | 707 | 707 | 707 | 710.25
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 64 | 4.17 [NAME] | [ m ] | 503.58 | 156 | 156 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 78 | 78
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 65 | 4.18 [NAME] | [ m² ] | 22.08 | 3 | 3 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 0.75 | 0.75 | 0.75 | 0.75
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 66 | 4.19 Viga Pº 16.70 | [ pza ] | 45451.12 | 1 | 1 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 0.25 | 0.25 | 0.25 | 0.25
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 67 | 4.20 Sello de Neopreno | [ m ] | 421.34 | 108 | 108 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 27 | 27 | 27 | 27
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 68 | 4.21 [NAME] | [ lt ] | 315.07 | 53 | 53 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 13 | 13 | 13 | 14
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 | 4.22 Tubos de Drenaje PVC Ø 4" | [ m ] | 42.09 | 106 | 106 | 15.98 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 26 | 22 | 22 | 20.02
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ glb ] | 282000 |  | 1 | 0.02571677 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 0.2 | 0.2 | 0.3 | 0.2742832
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ glb ] | 200076.3 |  | 1 | 0.04483829 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 0.2 | 0.2 | 0.3 | 0.2551617
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ m² ] | 1598.69 |  | 360 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 60 | 60 | 60 | 60 | 60 | 60
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ m² ] | 1749.53 |  | 180 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 30 | 30 | 30 | 30 | 30 | 30
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ m² ] | 1006.46 |  | 1140 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 190 | 190 | 190 | 190 | 190 | 190
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ m² ] | 1142.35 |  | 420 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 70 | 70 | 70 | 70 | 70 | 70
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ m² ] | 1291.12 |  | 1177.73 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 196 | 196 | 196 | 196 | 196 | 197.73
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 69 |  | [ m² ] | 70.94 |  | 1268.32 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 210 | 210 | 210 | 210 | 210 | 218.32
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  OBRAS  COMPLEMENTARIAS |  |  |  |  |  |  | % |  |  |  | %
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs.
 |  | 5 | SEÑALIZACION SEGURIDAD VIAL |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 22421195.87
 |  | 70 | 5.1 Defensas Laterales Metálicas, Incluye Terminales | [ m ] | 409.09 | 23554 | 24452.7 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 3533.1 | 3533.1 | 3533.1 | 3533.1 | 3533.1 | 4710.8 | 2076.4
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 71 | 5.2 Delineadores de Calzada | [ unid. ] | 172.83 | 282 | 292.5 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 140 | 152.5
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 72 | 5.3 Delineadores de Curva Horizontal | [ unid. ] | 1145.25 | 173 | 196 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 65 | 65 | 66
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 73 | 5.4 Pintado de la Superficie de Rodadura de 0.12 m de ancho | [ m ] | 4.73 | 171687 | 180911.5 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 60000 | 60000 | 60911.5
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 74 | 5.5 Pintado de la Superficie de Rodadura de 0.15 m de ancho | [ m ] | 5.92 | 104759 | 108493.25 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 36000 | 36000 | 36493.25
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 75 | 5.6 [NAME] con [NAME] y Letras | [ m² ] | 80.04 | 1544 | 1547 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 515 | 515 | 517
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 76 | 5.7 Señal Preventiva Cuadrangular 0.80 x 0.80 m | [ unid. ] | 1450.32 | 104 | 110 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 35 | 35 | 40
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 77 | 5.8 Señal Reglamentaria Octogonal PARE de 0.75 m [NAME] | [ unid. ] | 1351.33 | 30 | 32 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 10 | 10 | 12
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 78 | 5.9 Señal Reglamentaria Triangular CEDA 1.00 m de lado | [ unid. ] | 1577.98 | 21 | 30 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 15 | 15
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 79 | 5.10 Señal Reglamentaria 0.75 x 1.10 m | [ unid. ] | 1685.48 | 167 | 167 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 50 | 50 | 67
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 80 | 5.11 Señal Informativa de Destino, 2.20 x 1.10 m | [ unid. ] | 4349.72 | 36 | 36 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 18 | 18
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 81 | 5.12 Señal Informativa de Destino, 2.40 x 1.10 m | [ unid. ] | 4629.36 | 12 | 12 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 6 | 6
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 82 | 5.13 Señal Informativa de Destino, 2.60 x 1.10 m | [ unid. ] | 4909.01 | 10 | 16 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 8 | 8
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 83 | 5.14 Señal Informativa de Destino, 2.20 x 0.60 m | [ unid. ] | 2951.49 | 6 | 6 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 3 | 3
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 84 | 5.15 Señal Informativa de Servicio 0.60 x 0.60 m | [ unid. ] | 1094.41 | 6 | 12 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 6 | 6
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 85 | 5.16 Señal de Identificación Vial | [ unid. ] | 1731.21 | 5 | 5 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 5
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 86 | 5.17 Tachas Reflectivas Bidireccionales | [ unid. ] | 36.26 | 17945 | 18872 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 6000 | 6000 | 6872
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 87 | 5.18 Mojones de Kilometraje | [ unid. ] | 997.55 | 75 | 75 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 22 | 22 | 31
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 88 | 5.19 Señal [NAME] | [ unid. ] | 100640.7 | 2 | 2 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 2
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 89 | 5.20 [NAME] | [ unid. ] | 5338.07 | 9 | 13 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 13
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  SEÑALIZACION Y SEGURIDAD VIAL |  |  |  |  |  |  | % |  |  |  | % |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | HOJA
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs. |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 2  DE  3
 |  | 6 | MEDIDAS DE MITIGACION AMBIENTAL |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 13791758.05 |  | ok
 |  | 90 | 6.1 Señalización Viva | [NAME] | 27905.32 | 2 | 2 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 0.33 | 0.33 | 0.33 | 0.33 | 0.33 | 0.35
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 91 | 6.2 Escarificado [NAME] | [ m² ] | 1.89 | 29475 | 29475 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 9800 | 9800 | 9875
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 92 | 6.3 Protección de Taludes | [ m² ] | 34.39 | 58007 | 58007 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 9500 | 9500 | 9500 | 9500 | 9500 | 9500 | 1007
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  SEÑALIZACION Y SEGURIDAD VIAL |  |  |  |  |  |  | % |  |  |  | %
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs.
 |  | 7 | SERVICIOS PARA LA SUPERVISION |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 2106379.12 |  | ok
 |  | 93 | 7.1 [NAME] | [ h-dia ] | 69 | 28350 | 28350 | 6760.35 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 400 | 500 | 500 | 500 | 500 | 500 | 500 | 500 | 500 | 2890 | 2890 | 2890 | 2890 | 2890 | 2739.65
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 94 | 7.2 Mantenimiento, Lubricantes y Combustibles | [ v-mes ] | 6558.67 | 189 | 189 | 82.58 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  | 6 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 7 | 9.42
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 95 | 7.3 Campamento Alquiler | [ m²-mes ] | 28.28 | 3150 | 12450 | 2909.06 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1200 | 1200 | 1200 | 1200 | 1200 | 1200 | 1200 | 1140.94
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 96 | 7.4 Grupo Electrógeno | [ unid. ] | 195440.56 | 1 | 1 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 97 | 7.5 Construcción Campamento Area Cerrada | [ m² ] | 1951.22 | 1243 | 1243 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 200 | 250 | 300 | 493
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 98 | 7.6 Construcción Campamento Area Abierta | [ m² ] | 650.41 | 1125 | 1125 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  | 180 | 220 | 270 | 455
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 99 | 7.7 Cerca Malla Olimpica | [ m ] | 318.98 | 336 | 336 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  | 160 | 176
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 100 | 7.8 Areas Verdes | [ m² ] | 77.5 | 1225 | 1225 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  | 400 | 825
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  SERVICIO PARA LA SUPERVISION |  |  |  |  |  |  | % |  |  |  | %
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs.
 |  | 8 | MANTENIMIENTOS |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 15056477.47
 |  | 101 | Mantenimiento | [Tramo/Año] | 2613750 | 3 | 3 | 0 |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1 | 1 | 1
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | 102 | Mantenimiento Circunvalación | [Tramo/Año] | 125257.93 | 0 | 3 |  |  |  |  |  | [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1 | 1 | 1
P |  |  |  |  |  |  |  |  |  |  |  |  | Porcentaje
C
1 |  |  |  |  |  |  |  |  |  |  |  |  | Monto
 |  | TOTAL  MANTENIMIENTO |  |  |  |  |  |  | % |  |  |  | %
 |  |  |  |  |  |  |  |  | Bs. |  |  |  | Bs.
 |  | SUB-TOTAL MENSUAL (BS.): |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 224194638.56
 |  |  |  |  |  |  |  |  |  |  |  |  | Amortización de Antcipo (20%)
 |  |  |  |  |  |  |  |  |  |  |  |  | Monto Liquido Pagable |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 0.7
 |  | PORCENTAJE MENSUAL (%):
 |  | SUB-TOTALES MENSUAL ACUMULADO (BS.):
 |  |  |  |  |  |  |  |  |  |  |  |  | Amortización de Antcipo Acumulado (20%)
 |  |  |  |  |  |  |  |  |  |  |  |  | Monto Liquido Pagable Acumulado
 |  | PORCENTAJE MENSUAL ACUMULADO (%):
 |  | ASOCIACION ACIDENTAL CRUCEÑA y ASOCIADAS |  |  |  |  |  |  |  | ADMINISTRADORA BOLIVIANA DE CARRETERAS |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | ADMINISTRADORA BOLIVIANA DE CARRETERAS
 |  | CONTRATISTA |  |  |  |  |  |  |  | SUPERVISION |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | FISCALIZACION
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | HOJA
 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 3  DE  3
 |  | Ing. [NAME] |  |  |  |  |  | Fecha : ………………….. |  | Ing. [NAME] |  |  |  |  |  |  |  |  |  |  |  |  |  |  | Fecha : ………………….. |  | Ing. [NAME] |  |  |  |  |  |  |  | Fecha : …………………..
 |  | SUPERINTENDENTE DE OBRA |  |  |  |  |  |  |  | GERENTE DE PROYECTO a.i. |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | FISCAL DE OBRA
 |  |  | 204391690.57
 |  |  | 224194638.56
 |  |  | CON EL LIQUIDO PAGABLE