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[null,null,"Datos de entrada",null,null,null,null,null,"Datos de salida"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Nota: Esta ficha es un modelo de ejemplo. Adaptar a su proyecto."]
[null,null,"Identificación general del proyecto"]
[]
[null,null,null,"Nombre del proyecto:",null,"MEJORAMIENTO DE VÍAS TERCIARIAS EN EL MUNICIPIO DE BURITICÁ, DEPARTAMENTO DE ANTIOQUIA"]
[]
[null,null,null,"Jurisdicción municipal a la que pertenece la vía a intervenir.",null,"BURITICÁ"]
[null,null,null,null,"Departamento","ANTIOQUIA"]
[null,null,null,"Nomenclatura del eje vial.",null,"VÍA EL CIENTO- TABACAL "]
[]
[]
[]
[null,null,null,"Vereda origen:",null,"EL CIELITO"]
[null,null,null,"Vereda destino:",null,"TABACAL"]
[]
[]
[null,null,null,"Referencia de la ubicación:",null,"Vía ubicada en el municipio de Buriticá, Departamento de Antioquia. Es una vía terciaria que se encuentra a 1 hora y media en vehículo del casco urbano del municipio de Buriticá, tomando la vía de acceso al municipio en dirección norte. "]
[]
[]
[null,null,null,"Coordenadas punto origen:",null,"Norte:",1389914.38,null,null,"Este",872882.83]
[null,null,null,"Coordenadas punto destino:",null,"Norte:",1384562.27,null,null,"Este",872868.59]

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[null,"Hoja Control de Unidades de Diseño"]
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[null,null,null,null,null,null,null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!F5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!G5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!H5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!I5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!J5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!K5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!L5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!M5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"},{"$f":"IF('N-Tramos'!N5>'Unidades-Diseno'!$C$7,\"\",\"Llenar datos tramo\")","v":"Llenar datos tramo"}]
[null,"General",null,null,null,null,null,"ID Tramos",null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!E5)","v":1},{"$f":"IF('N-Tramos'!F5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!F5)","v":2},{"$f":"IF('N-Tramos'!G5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!G5)","v":3},{"$f":"IF('N-Tramos'!H5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!H5)","v":4},{"$f":"IF('N-Tramos'!I5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!I5)","v":5},{"$f":"IF('N-Tramos'!J5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!J5)","v":6},{"$f":"IF('N-Tramos'!K5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!K5)","v":7},{"$f":"IF('N-Tramos'!L5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!L5)","v":8},{"$f":"IF('N-Tramos'!M5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!M5)","v":9},{"$f":"IF('N-Tramos'!N5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!N5)","v":10},{"$f":"IF('N-Tramos'!O5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!O5)","v":""},{"$f":"IF('N-Tramos'!P5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!P5)","v":""},"Tramo","CAPA DE MATERIAL","Tratamiento","ESPESOR (Pulg)","ESPESOR (cm)",{"$f":"IF('N-Tramos'!W5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!W5)","v":""},{"$f":"IF('N-Tramos'!X5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!X5)","v":""},{"$f":"IF('N-Tramos'!Y5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!Y5)","v":""},{"$f":"IF('N-Tramos'!Z5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!Z5)","v":""},{"$f":"IF('N-Tramos'!AA5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AA5)","v":""},{"$f":"IF('N-Tramos'!AB5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AB5)","v":""},{"$f":"IF('N-Tramos'!AC5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AC5)","v":""},{"$f":"IF('N-Tramos'!AD5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AD5)","v":""},{"$f":"IF('N-Tramos'!AE5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AE5)","v":""},{"$f":"IF('N-Tramos'!AF5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AF5)","v":""},{"$f":"IF('N-Tramos'!AG5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AG5)","v":""},{"$f":"IF('N-Tramos'!AH5>'Unidades-Diseno'!$C$7,\"\",'N-Tramos'!AH5)","v":""}]
[null,"Número de tramos",10,null,null,null,"Geometría vial","Longitud tramo recto (m)",null,{"$f":"IF(J$6=\"\",\"\",LONGITUD)","v":3050},{"$f":"IF(K$6=\"\",\"\",'Eval-Economica (2)'!LONGITUD)","v":5000},{"$f":"IF(L$6=\"\",\"\",[0]!LONGITUD)","v":3050},{"$f":"IF(M$6=\"\",\"\",'Eval-Economica (4)'!LONGITUD)","v":5000},{"$f":"IF(N$6=\"\",\"\",[0]!LONGITUD)","v":3050},{"$f":"IF(O$6=\"\",\"\",'Eval-Economica (6)'!LONGITUD)","v":5000},{"$f":"IF(P$6=\"\",\"\",[0]!LONGITUD)","v":3050},{"$f":"IF(Q$6=\"\",\"\",'Eval-Economica (8)'!LONGITUD)","v":5000},{"$f":"IF(R$6=\"\",\"\",'Eval-Economica (9)'!LONGITUD)","v":5000},{"$f":"IF(S$6=\"\",\"\",'Eval-Economica (10)'!LONGITUD)","v":5000},null,{"$f":"IF(U$6=\"\",\"\",1)","v":""},null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":{"$error":"#N/A"}},{"$f":"+Z7*0.393701","v":1.181103},3,"",""]
[null,null,null,null,null,null,null,"Longitud tramo de alta pendiente>10% (m)",null,{"$f":"IF(J$6=\"\",\"\",'Eval-Economica'!$M$6)","v":0},{"$f":"IF(K$6=\"\",\"\",'Eval-Economica (2)'!$M$6)","v":80},{"$f":"IF(L$6=\"\",\"\",'Eval-Economica (3)'!$M$6)","v":10},{"$f":"IF(M$6=\"\",\"\",'Eval-Economica (4)'!$M$6)","v":50},{"$f":"IF(N$6=\"\",\"\",'Eval-Economica (5)'!$M$6)","v":10},{"$f":"IF(O$6=\"\",\"\",'Eval-Economica (6)'!$M$6)","v":50},{"$f":"IF(P$6=\"\",\"\",'Eval-Economica (7)'!$M$6)","v":10},{"$f":"IF(Q$6=\"\",\"\",'Eval-Economica (8)'!$M$6)","v":50},{"$f":"IF(R$6=\"\",\"\",'Eval-Economica (9)'!$M$6)","v":50},{"$f":"IF(S$6=\"\",\"\",'Eval-Economica (10)'!$M$6)","v":50},null,null,null,null,{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":{"$error":"#N/A"}},{"$f":"+Z8*0.393701","v":{"$error":"#N/A"}},{"$f":"IF(X8=\"N/A\",0,AF9)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"Longitud total (m)",null,{"$f":"IF(J$6=\"\",\"\",SUM(J7:J8))","v":3050},{"$f":"IF(K$6=\"\",\"\",SUM(K7:K8))","v":5080},3060,{"$f":"IF(M$6=\"\",\"\",SUM(M7:M8))","v":5050},3060,5050,3060,5050,5050,5050,null,null,null,null,{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":{"$error":"#N/A"}},{"$f":"+Z9*0.393701","v":{"$error":"#N/A"}},{"$f":"IF(X9=\"N/A\",0,AF10)","v":{"$error":"#N/A"}}]
[null,null,null,null,null,null,null,"Ancho de calzada (m)",null,{"$f":"IF(J$6=\"\",\"\",ANCHOVIA)","v":5.3},{"$f":"IF(K$6=\"\",\"\",'Eval-Economica (2)'!$E$13)","v":3},{"$f":"IF(L$6=\"\",\"\",'Eval-Economica (3)'!$E$13)","v":7.2},{"$f":"IF(M$6=\"\",\"\",'Eval-Economica (4)'!$E$13)","v":3},{"$f":"IF(N$6=\"\",\"\",'Eval-Economica (5)'!$E$13)","v":7.2},{"$f":"IF(O$6=\"\",\"\",'Eval-Economica (6)'!$E$13)","v":3},{"$f":"IF(P$6=\"\",\"\",'Eval-Economica (7)'!$E$13)","v":7.2},{"$f":"IF(Q$6=\"\",\"\",'Eval-Economica (8)'!$E$13)","v":5},{"$f":"IF(R$6=\"\",\"\",'Eval-Economica (9)'!$E$13)","v":3},{"$f":"IF(S$6=\"\",\"\",'Eval-Economica (10)'!$E$13)","v":3},{"$f":"IF(T$6=\"\",\"\",1)","v":""},"",null,null,{"$f":"IF(#REF!<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":{"$error":"#REF!"}},{"$f":"+Z10*0.393701","v":{"$error":"#REF!"}},{"$f":"IF(X10=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!#REF!*(#REF!*100)+Nomogramas!#REF!)","v":{"$error":"#REF!"}},"",""]
[null,null,null,null,null,null,"Tránsito","Ejes equivalentes 80 KN",null,{"$f":"IF(J$6=\"\",\"\",Control!$J$53)","v":256590.04683527572},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$J$49)","v":832822.52701243502},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$J$49)","v":461330.26277656748},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$J$49)","v":461330.26277656748},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$J$49)","v":461330.26277656748},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$J$49)","v":461330.26277656748},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$J$49)","v":461330.26277656748},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$J$49)","v":461330.26277656748},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$J$49)","v":461330.26277656748},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$J$49)","v":461330.26277656748}]
[null,null,null,null,null,null,"Clima","Clasificación climática por humedad",null,{"$f":"IF(J$6=\"\",\"\",Control!$J$18)","v":"Arido"},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$J$14)","v":"Semiarido"},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$J$14)","v":"Subhúmedo"},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$J$14)","v":"Subhúmedo"}]
[null,null,null,null,null,null,null,"Clasificación climática por temperatura",null,{"$f":"IF(J$6=\"\",\"\",Control!$J$19)","v":"Calido"},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$J$15)","v":"Arido"},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$J$15)","v":"Arido"},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$J$15)","v":"Arido"},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$J$15)","v":"Arido"},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$J$15)","v":"Arido"},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$J$15)","v":"Arido"},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$J$15)","v":"Arido"},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$J$15)","v":"Arido"},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$J$15)","v":"Arido"}]
[null,null,null,null,null,null,"Evaliuación geotécnica de la subrasante","CBR subrasante (%)",null,{"$f":"IF(J$6=\"\",\"\",Control!$F$17)","v":2.5999999999999999E-2},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$F$13)","v":0.03},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$F$13)","v":0.03},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$F$13)","v":0.03},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$F$13)","v":0.03},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$F$13)","v":0.03},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$F$13)","v":0.03},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$F$13)","v":0.03},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$F$13)","v":0.03},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$F$13)","v":0.03}]
[null,null,null,null,null,null,null,"Índice de plasticidad (%)",null,{"$f":"IF(J$6=\"\",\"\",Control!$F$18)","v":0.15},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$F$14)","v":0.15},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$F$14)","v":0.15},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$F$14)","v":0.15},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$F$14)","v":0.15},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$F$14)","v":0.15},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$F$14)","v":0.15},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$F$14)","v":0.15},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$F$14)","v":0.15},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$F$14)","v":0.15}]
[null,null,null,null,null,null,null,"Clasificación S.U.C.S.",null,{"$f":"IF(J$6=\"\",\"\",Control!$G$20)","v":"Arena limosa SM"},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$G$16)","v":"Arena limosa SM"},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$G$16)","v":"Arena limosa SM"}]
[null,null,null,null,null,null,null,"Clasificación A.A.H.S.T.O.",null,{"$f":"IF(J$6=\"\",\"\",Control!$F$22)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$F$18)","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,"Condiciones de drenaje","Estado de Cunetas",null,{"$f":"IF(J$6=\"\",\"\",Control!$J$34)","v":"Malo"},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$J$30)","v":"Malo"},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$J$30)","v":"Malo"},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$J$30)","v":"Malo"},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$J$30)","v":"Malo"},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$J$30)","v":"Malo"},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$J$30)","v":"Malo"},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$J$30)","v":"Malo"},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$J$30)","v":"Malo"},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$J$30)","v":"Malo"}]
[null,null,null,null,null,null,null,"Estado de Alcantarillas",null,{"$f":"IF(J$6=\"\",\"\",Control!$J$35)","v":"Malo"},{"$f":"IF(K$6=\"\",\"\",'Control (2)'!$J$31)","v":"Malo"},{"$f":"IF(L$6=\"\",\"\",'Control (3)'!$J$31)","v":"No existe"},{"$f":"IF(M$6=\"\",\"\",'Control (4)'!$J$31)","v":"Malo"},{"$f":"IF(N$6=\"\",\"\",'Control (5)'!$J$31)","v":"Malo"},{"$f":"IF(O$6=\"\",\"\",'Control (6)'!$J$31)","v":"Malo"},{"$f":"IF(P$6=\"\",\"\",'Control (7)'!$J$31)","v":"Malo"},{"$f":"IF(Q$6=\"\",\"\",'Control (8)'!$J$31)","v":"Malo"},{"$f":"IF(R$6=\"\",\"\",'Control (9)'!$J$31)","v":"Malo"},{"$f":"IF(S$6=\"\",\"\",'Control (10)'!$J$31)","v":"Malo"}]
[]
[]
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[null,null,null,null,null,null,"Diseño con mejor puntaje para cada unidad  "]
[null,null,null,null,null,null,"medidas de referencia sin escala"]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Tramo 1\")","v":"Tramo 1"},null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Tramo 4\")","v":"Tramo 4"},null,null,null,"Tramo 7"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Tramo 2\")","v":"Tramo 2"},null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Tramo 5\")","v":"Tramo 5"},null,null,null,"Tramo 8"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["SI"]
["NO"]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Tramo 3\")","v":"Tramo 3"},null,null,null,{"$f":"IF('N-Tramos'!E5>'Unidades-Diseno'!$C$7,\"\",\"Tramo 6\")","v":"Tramo 6"},null,null,null,"Tramo 9"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tramo 10"]

{"sheet":"Diseno-AASHTO","index":2,"n_rows":33,"n_cols":9,"rows_kept":33,"cut":false,"hidden":false,"merged":[[18,0,18,4],[24,0,24,2],[29,0,29,2],[4,0,4,2],[4,6,4,7]]}
[]
["Algoritmo de diseño del Método AASHTO-93 con variables de diseño para pavimentos con bajos volumenes de tránsito"]
[]
[]
["VARIABLES DE DISEÑO",null,null,null,null,null,"VALORES CALCULADOS"]
["Tránsito","W18",{"$f":"+Control!J53","v":256590.04683527572},null,null,null,"Indice de serviciabilidad ",{"$f":"4.2-C10","v":2}]
["Confiabilidad","R (%)",70,null,null,null,"Coeficiente estructural a1 ",{"$f":"0.184*LN(C15)-1.9547","v":0.41095747616523703},"El tratamiento superficial no aporta estructuralmente al diseño"]
["Desviación","Zr [-]",0.52400000000000002,null,null,null,"Coeficiente estructural a2 ",{"$f":"+C14","v":0.14000000000000001}]
["Error estándar","so [-]",0.4,null,null,null,"Coeficiente estructural a3",{"$f":"0.227*LOG(C12)-0.839","v":0.10897271580563972}]
["Índice de serviciabilidad final","pf [-]",2.2000000000000002,null,null,null,"h1 [pulgadas]",{"$f":"+C21/H7","v":-1.0090005564991728E-2}]
["Módulo resiliente de la subrasante","Mrsubr [psi]",{"$f":"IF(Control!$F$17>0.03,((Control!$F$17*100)*10)*142,((0.04*100)*10)*142)","v":5680},null,null,null,"h1 [cm]",{"$f":"+H10*2.54","v":-2.5628614135078991E-2}]
["Módulo resiliente de la subbase","MrSBG [psi]",15000,null,null,null,"SN1*",{"$f":"C26*H7/2.54","v":0}]
["Módulo resiliente de la base estabilizada","MrBEE [psi]",650000,null,null,null,"h2 [pulgadas]",{"$f":"+(C22-H12)/(H8*C16)","v":11.028264374427009}]
["Coeficiente estructural a2 ","a2 [-]",0.14000000000000001,null,null,null,"h2 [cm]",{"$f":"+H13*2.54","v":28.011791511044603}]
["Módulo resiliente de la capa asfáltica","Mrconcerto asf. [psi]",{"$f":"2700*142","v":383400},null,null,null,"SN2*",{"$f":"+C27*H8*C16/2.54+H12","v":0.82677165354330706}]
["Coeficiente de drenaje base estabilizada","m2 [-]",1,null,null,null,"h3 [pulgadas]",{"$f":"+(C23-H15)/(H9*C17)","v":14.63776026352402}]
["Coeficiente de drenaje subbase granular","m3 [-]",0.9,null,null,null,"h3 [cm]",{"$f":"+H16*2.54","v":37.179911069351014}]
[]
["CÁLCULO DE NÚMEROS ESTRUCTURALES DE CAPA"]
["Logaritmo de la variable tránsito ","Log (W18)",5.409239806020385,{"$f":"+LOG10(C6)","v":5.409239806020385}]
["Número Estructural capa asfáltica","SN1",-4.146563221482197E-3,null,{"$f":"+C8*C9+9.36*LOG10(C21+1)-0.2+(LOG10(H6/2.7)/(0.4+(1094/(C21+1)^5.19)))+2.32*LOG10(C13)-8.07","v":5.4085516277201009}]
["Número Estructural de la subbase","SN2",1.5439570124197814,null,{"$f":"+C8*C9+9.36*LOG10(C22+1)-0.2+(LOG10(H6/2.7)/(0.4+(1094/(C22+1)^5.19)))+2.32*LOG10(C12)-8.07","v":5.4092191749408389}]
["Número Estructural de la base estabilizada","SN3",2.2623764938485871,null,{"$f":"+C8*C9+9.36*LOG10(C23+1)-0.2+(LOG10(H6/2.7)/(0.4+(1094/(C23+1)^5.19)))+2.32*LOG10(C11)-8.07","v":5.4092249632456522}]
[]
["ESPESORES DE CAPA ASUMIDOS"]
["Espesor de capa asfáltica","h1 [cm]",0,"Es 0 ya que el tratamiento superficial no aporta estructuralmente al diseño"]
["Espesor de base tratada o estabilizada deseado ","h2 [cm]",15,"Se recomienda 20 cm pero puede variar. Celda modificable"]
[]
[]
["DIMENSIÓN DE LA ESTRUCTURA DISEÑO CON ESTABILIZACIÓNES ALTERNATIVAS"]
["Espesor de capa asfáltica","h1 [cm]",{"$f":"+C26","v":0}]
["Espesor de base tratada o estabilizada","h2 [cm]",{"$f":"+C27","v":15}]
["Espesor de subbase granular","h3 [cm]",{"$f":"+H17","v":37.179911069351014}]

{"sheet":"Salida-Diseno","index":3,"n_rows":31,"n_cols":18,"rows_kept":31,"cut":false,"hidden":false,"merged":[[18,1,18,9],[19,1,19,9]]}
[]
[null,"Diseño de alternativa seleccionada",null,null,null,null,null,null,null,"Hacer otro diseño"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Tipo","CAPA DE MATERIAL","Tratamiento","Abreviatura","ESPESOR (cm)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rodadura",{"$f":"+Control!F64","v":"Lechada Asfática"},"TSD",{"$f":"+Control!J64","v":3}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Base Granular",{"$f":"+Control!F65","v":"Estabilizada con emulsión asfáltica"},"BECal",{"$f":"+Control!J65","v":15}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sub Base Granular",{"$f":"+Control!F66","v":"SUBBASE GRANULAR CLASE C"},"SBG",{"$f":"+Control!J66","v":37.179911069351014}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Subrasante",{"$f":"+B16","v":"Se debe mejorar 6.1 cm de subrasante para alcanzar un CBR recomendado de 4%"},"SR",{"$f":"+Control!J67","v":6.1}]
[]
[]
[]
[]
[]
[]
[]
[null,{"$f":"IF(Control!F67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",CONCATENATE(Control!G74,\" \",Control!H74,\" \",Control!I74),\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\")","v":"Se debe mejorar 6.1 cm de subrasante para alcanzar un CBR recomendado de 4%"}]
[null,{"$f":"IF(AND($R$6=0,$R$7=0),\"NO SE REQUIERE BASE Y SUBBASE, SÓLO TRATAMIENTO SUPERFICIAL\",\" \")","v":" "}]
[]
[null,"Alternativa seleccionada"]
[null,{"$f":"Control!F69","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[" "]

{"sheet":"Control","index":4,"n_rows":133,"n_cols":26,"rows_kept":133,"cut":false,"hidden":false,"merged":[[77,6,78,9],[70,6,71,9],[54,8,54,9],[3,2,3,12],[4,3,4,11],[15,4,15,5],[61,5,61,7],[5,3,5,11],[63,5,63,7],[64,5,64,7],[65,5,65,7],[66,5,66,7],[68,5,68,9]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",{"$f":"+'CBR-Insitu'!H47","v":2.5999999999999999E-2},null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",27.8]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Arido"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Calido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"},null,null,"ANCHO SECCIÓN TRANSVERSAL TOTAL (m)",5.3]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",3050,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE>10% (m)",{"$f":"850+1480","v":2330},null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J23+J24","v":5380},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",16,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","No"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",7]
[]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",150]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",250]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.81]
[null,null,null,null,null,null,null,null,"% BUSES",0]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.19]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","No"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J41=\"Sí\",(((J39*J37)*1+(((J40*J37)*'Eval-Economica'!N13)*'Eval-Economica'!M12)+((((J40*J37)*'Eval-Economica'!N13))*'Eval-Economica'!M13)+((((J40*J37)*'Eval-Economica'!N14))*'Eval-Economica'!M14)+((((J40*J37)*'Eval-Economica'!N15))*'Eval-Economica'!M15))/(J37*(SUM(J39:J40)))),(((J39*J37)*1+(((J40*J37)*'Eval-Economica'!O12)*'Eval-Economica'!M12)+((((J40*J37)*'Eval-Economica'!O13))*'Eval-Economica'!M13)+((((J40*J37)*'Eval-Economica'!O14))*'Eval-Economica'!M14))/(J37*(SUM(J39:J40)))))","v":2.7809799999999996}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J39+J40","v":0.19}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",{"$f":"IF(ANCHOPAV<5,1,IF(AND(ANCHOPAV>=5,ANCHOPAV<6),0.75,IF(ANCHOPAV>=6,0.5,\"\")))","v":1}]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J43","v":2.7809799999999996}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J37*J50*J51*365*(((1+J49)^J48-1)/LN(1+J49))*J52","v":256590.04683527572}]
[]
[null,null,null,null,null,null,null,null,{"$f":"IF(J53>500000,\"No se recomienda uso de la presente herramienta ya que el Nivel de Tránsito supera el número de ejes equivalentes para diseño con criterio de red terciaria y bajos volumenes de tránsito\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$115,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J64*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$115,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J65*0.393701","v":5.9055150000000003},{"$f":"IF(F65=\"N/A sólo mejora rodadura \",0,'Diseno-AASHTO'!C32)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$115,'Matriz-Multicriterio'!$M$38:$T$493,7,0)","v":"SUBBASE GRANULAR CLASE C"},null,null,{"$f":"+J66*0.393701","v":14.637768167914565},{"$f":"IF(F66=\"N/A sólo mejora rodadura\",0,'Diseno-AASHTO'!C33)","v":37.179911069351014},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F17<0.03,\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\")","v":"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES"},null,null,{"$f":"+J67*0.393701","v":2.4015761000000002},{"$f":"IF(F67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",0,ROUNDUP(Nomogramas!W40*(F17*100)+Nomogramas!W39,1))","v":6.1}]
[]
[null,null,null,null,"Metodología recomendada en pre-factibilidad",{"$f":"VLOOKUP(H115,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[null,null,null,null,"Categoria de la subrasante",null,"Recomendaciones sobre el mejoramiento de la subrasante"]
[null,null,null,null,{"$f":"IF(F17<=0.03,\"S1\",IF(AND(F17>0.03,F17<=0.05),\"S2\",IF(AND(F17>0.05,F17<=0.1),\"S3\",IF(F17>0.1,\"S4\",\"error\"))))","v":"S1"}]
[null,null,null,null,"Comportamiento como subrasante"]
[null,null,null,null,{"$f":"IF(E72=\"S1\",\"Malo\",IF(E72=\"S2\",\"Regular\",IF(E72=\"S3\",\"Bueno\",IF(E72=\"S4\",\"Muy Bueno\",\"error\"))))","v":"Malo"},null,{"$f":"IF(F67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",\"Se debe mejorar\",\"\")","v":"Se debe mejorar"},{"$f":"IF(F67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",J67,\"\")","v":6.1},{"$f":"IF(F67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",\"cm de subrasante para alcanzar un CBR recomendado de 4%\",\"\")","v":"cm de subrasante para alcanzar un CBR recomendado de 4%"}]
[null,null,null,null,null,null,null,null,{"$f":"IF(F67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",\"\",\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\")","v":""}]
[]
[]
[null,null,null,null,null,null,"Recomendaciones sobre el uso de placa huella"]
[]
[]
[null,null,null,null,null,null,{"$f":"IF(J24>0,\"Se debe implementar\",\"\")","v":"Se debe implementar"},{"$f":"IF(J24>0,J24,\"\")","v":2330},{"$f":"IF(J24>0,\"m de placa huella\",\"\")","v":"m de placa huella"}]
[null,null,null,null,null,null,null,null,{"$f":"IF(J24=0,\"PLACA HUELLA NO REQUERIDA, PENDIENTES LONGITUDINALES<10% EN TODO EL TRAMO DEL PROYECTO\",\"\")","v":""}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,"N/A sólo mejora rodadura "]

{"sheet":"Control (2)","index":5,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 2"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",700]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.05]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.15]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":3.0625}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":3.0625}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":832822.52701243502}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

{"sheet":"Control (3)","index":6,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 3"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","No existe"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

{"sheet":"Control (4)","index":7,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 4"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Semiarido"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

{"sheet":"Control (5)","index":8,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 5"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

{"sheet":"Control (6)","index":9,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 6"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

{"sheet":"Control (7)","index":10,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 7"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

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[]
[]
[]
[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 8"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
[]
[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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[]
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[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

{"sheet":"Control (9)","index":12,"n_rows":105,"n_cols":26,"rows_kept":105,"cut":false,"hidden":true,"merged":[[60,5,60,7],[61,5,61,7],[62,5,62,7],[64,5,64,9],[3,2,3,12],[4,3,4,11],[5,3,5,11],[11,4,11,5],[57,5,57,7],[59,5,59,7]]}
[]
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[null,null,"PROYECTO TIPO SELECCIÓN DE ALTERNATIVA DE MEJORAMIENTO PARA VÍAS TERCIARIAS"]
[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 9"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
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[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
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[]
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[]
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[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

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[null,null,null,"EVALUACIÓN ALTERNATIVAS INTERVENCIÓN VÍAS TERCIARIAS:"]
[null,null,null,"IMPLEMENTACIÓN CONPES 3857 LINEAMIENTOS DE POLÍTICA PARA LA GESTIÓN DE LA RED TERCIARIA"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"TRAMO 10"]
[]
[]
[null,null,null,null,"DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[null,null,null,null,"CBR",0.03,null,null,"TEMPERATURA MEDIA ANUAL PROMEDIO (Cº)",25]
[null,null,null,null,"Índice de plasticidad",{"$f":"+LAtterberg!E58","v":0.15},null,null,"CONDICIÓN DE HUMEDAD","Subhúmedo"]
[null,null,null,null,null,null,null,null,"CONDICIÓN CLIMÁTICA POR TEMPERATURA ","Arido"]
[null,null,null,null,"Clasificación S.U.C.S.",{"$f":"+Clasificacion!B75","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."},{"$f":"Clasificacion!B76","v":"Arena limosa SM"},null,"¿EN EL TRAMO EVALUADO PRESENTA ZONAS CON ALTAS PENDIENTES?","Sí"]
[]
[null,null,null,null,"Clasificación A.A.H.S.T.O.",{"$f":"Clasificacion!I28","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO PLANO (m)",100,null,null,null,null,null,null,"Subrasante",null,"Sí","Afirmado","Arido","Plano",null,null,"Bueno ","Calido"]
[null,null,null,null,"Índice de Grupo",{"$f":"Clasificacion!L30","v":0},null,null,"LONGITUD DEL TRAMO ALTA PENDIENTE (m)",15,null,null,null,null,null,null,"Base Granular",null,"No","Tierra","Semiarido","Ondulado",null,null,"Malo","Templado"]
[null,null,null,null,null,null,null,null,"LONGITUD DEL TRAMO TOTAL (m)",{"$f":"+J19+J20","v":115},null,null,null,null,null,null,"Sub Base Granular",null,null,null,"Subhúmedo","Montañoso",null,null,"No existe","Frío"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Lechada asfáltica",null,null,null,"Húmedo","Escarpado"]
[null,null,null,null,null,null,null,null,"Distancia a cantera de materiales pétreos de buena calidad (km)",150,null,null,null,null,null,null,"Tratamiento Superficial Doble",null,null,null,"Superhúmedo"]
[null,null,null,null,null,null,null,null,"¿Disponibilidad de trituradora en la cantera de materiales petreos?","Sí"]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de materiales bituminosos (km)",21]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cal (km)",50]
[null,null,null,null,null,null,null,null,"Distancia a proveedores de cemento (km)",22]
[]
[null,null,null,null,null,null,null,null,"Estado de las obras de drenaje:"]
[null,null,null,null,null,null,null,null,"Cunetas","Malo"]
[null,null,null,null,null,null,null,null,"Alcantarillas","Malo"]
[]
[null,null,null,null,null,null,null,null,"TPD",500]
[null,null,null,null,null,null,null,null,"% LIVIANOS (MOTOS, CARROS, CAMPEROS)",0.8]
[null,null,null,null,null,null,null,null,"% BUSES",0.1]
[null,null,null,null,null,null,null,null,"% CAMIONES",0.1]
[null,null,null,null,null,null,null,null,"¿Se evidencia paso de camiones de más de 3 ejes?","Sí"]
[]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"IF(J37=\"Sí\",(((J35*J33)*1+(((J36*J33)/6)*'Eval-Economica'!M12)+((((J36*J33)/6))*'Eval-Economica'!M13)+((((J36*J33)/6))*'Eval-Economica'!M14)+((((J36*J33)/2))*'Eval-Economica'!M15))/(J33*(SUM(J35:J36)))),(((J35*J33)*1+(((J36*J33)/3)*'Eval-Economica'!M12)+((((J36*J33)/3))*'Eval-Economica'!M13)+((((J36*J33)/3))*'Eval-Economica'!M14))/(J33*(SUM(J35:J36)))))","v":2.375}]
[]
[]
[null,null,null,null,null,null,null,null,"Sección de cálculo"]
[null,null,null,null,null,null,null,null,"Cálculo de ejes equivalentes"]
[null,null,null,null,null,null,null,null,"Periodo de diseño (años)",5]
[null,null,null,null,null,null,null,null,"Tasa de crecimiento del tránsito",2.5000000000000001E-2]
[null,null,null,null,null,null,null,null,"k1 Factor vehiculos pesados",{"$f":"J35+J36","v":0.2}]
[null,null,null,null,null,null,null,null,"k2 Factor carril",1]
[null,null,null,null,null,null,null,null,"Factor Camión",{"$f":"+J39","v":2.375}]
[null,null,null,null,null,null,null,null,"N ejes equivalentes",{"$f":"J33*J46*J47*365*(((1+J45)^J44-1)/LN(1+J45))*J48","v":461330.26277656748}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,"CAPA DE MATERIAL","Tratamiento",null,null,"ESPESOR (Pulg)","ESPESOR (cm)"]
[]
[null,null,null,null,"Rodadura",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,5,0)","v":"Lechada Asfática"},null,null,{"$f":"+J60*0.393701","v":1.181103},3]
[null,null,null,null,"Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J61*0.393701","v":5.9055150000000003},{"$f":"IF(F61=\"N/A\",0,P61)","v":15},null,null,null,null,null,15]
[null,null,null,null,"Sub Base Granular",{"$f":"VLOOKUP($H$105,'Matriz-Multicriterio'!$M$38:$R$45,6,0)","v":"Estabilizada con emulsión asfáltica"},null,null,{"$f":"+J62*0.393701","v":7.8740200000000007},{"$f":"IF(F62=\"N/A\",0,P62)","v":20},null,null,null,null,null,20]
[null,null,null,null,"Subrasante",{"$f":"IF(F13<0.03,\"Mejoramiento de subrasante con Pedraplen\",\"Mejoramiento de subrasante NO requerido\")","v":"Mejoramiento de subrasante NO requerido"},null,null,{"$f":"+J63*0.393701","v":0},{"$f":"IF(F63=\"Mejoramiento de subrasante NO requerido\",0,Nomogramas!W40*(F13*100)+Nomogramas!W39)","v":0}]
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[null,null,null,null,"Metodología recomendada en factibilidad",{"$f":"VLOOKUP(H105,'Matriz-Multicriterio'!$M$38:$O$45,3,0)","v":"Base estabilizada con emulsión asfáltica+Lechada asfáltica"}]
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[]
[]
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[]
[]
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[]
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[]
[]
[]
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[]
[]
[]
[]
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[]
[]
[]
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[]
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[]
[]
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[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"MAX('Matriz-Multicriterio'!M38:M45)","v":9.625}]

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[null,"Definición de unidades de diseño"]
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[null,null,"MATERIALES","UND","COSTO","TRANSPORTE (Km)"]
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[null,null,"Concreto de 140 kg/cm²","m³",215960,30]
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[null,null,"MEZCLA ASFÁLTICA EN CALIENTE (MDC - 2)","m3",350000,60]
[null,null,"$ TTE Mezclas Asfálticas","m3/km",1300]
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[null,null,"EMULSIÓN (CRR-2)","lt",2500]
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[null,null,"EQUIPOS",null,"UNIDAD","$ / UN"]
[null,null,"Retroexcavadora de llantas",null,"h",81000]
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[null,null,"Motoniveladora 120 Hp",null,"h",120000]
[null,null,"Rodillo vibrante tanden autopropulsado anchura de trabajo 100 cm",null,"h",25500]
[null,null,"Carrotanque de agua(1000 Galones) ",null,"h",63539.3]
[null,null,"Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,"h",174000]
[null,null,"Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,"h",78488.784028555441]
[null,null,"Camión de Slurry",null,"h",103891.36583140324]
[null,null,"Compresor (barrido y soplado)",null,"h",46371.600000000006]
[null,null,"Formaleta madera",null,"m",2500]
[null,null,"Vibrador a gasolina",null,"h",3830]
[null,null,"Carrotanque Irrigador de asfalto, 1000 GALONES DE CAPACIDAD",null,"h",86858.200000000012]
[null,null,"Compactador neumático de Potencia 70 HP, peso de 13 ton",null,"h",132000]
[null,null,"Esparcidor de gravilla, Ancho de esparcimiento 3100mm, Velocidad de trabajo 10—20km2/h",null,"h",76936]
[null,null,"VIBRADOR DE CONCRETO",null,"h",6300]
[null,null,"MEZCLADORA DE CONCRETO (1 BULTO)",null,"h",5000]
[null,null,"COMPACTADOR MANUAL VIBRATORIO (RANA)",null,"h",5500]
[null,null,"RECICLADORA DE PAVIMENTO",null,"h",350000]
[null,null,"TRACTOR CON ROTOVO",null,"h",50000]
[null,null,"PLANTA DE PRODUCCIÓN DE CONCRETO",null,"h",158000]
[null,null,"ASPERSOR MANUAL",null,"h",1600]
[null,null,"ESPARCIDOR DE GRAVILLA",null,"h",200000]
[null,null,"BULLDOZER",null,"h",120000]
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[null,null,"MANO DE OBRA","JORNAL"]
[null,null,"OBREROS",{"$f":"6723*8","v":53784}]
[null,null,"OFICIAL",{"$f":"9652*8","v":77216}]
[null,null,"Cuadrilla AA (Albañilería) 1Of y 1 Ay",{"$f":"16375*8","v":131000}]
[null,null,"Oficial",{"$f":"9652*8","v":77216}]
[null,null,"Obrero (2)",{"$f":"6723*8","v":53784}]
[null,null,"Cuadrilla AA 1Of+2Ay (Albañilería)",{"$f":"23097*8","v":184776}]
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[]
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[null,null,"MATERIALES","Distancia a fuente km","Costo Transporte m3*km"]
[null,null,"Material bituminoso (asfalto, asfaltita, etc)",{"$f":"+Control!J29","v":7},986.73927413048]
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[null,null,"Cemento",{"$f":"+Control!J31","v":150},834.97372222236231]
[null,null,"Materiales pétreos de cantera",{"$f":"+Control!J27","v":16},1250]
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[null,"TIPOS DE ESTRUCTURA"]
[null,"FLEXIBLE"]
[null,"RIGIDO"]

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[]
[]
["ALTERNATIVAS DE INTERVENCIÓN VÍAS TERCIARIAS"]
["BASE GRANULAR + DOBLE RIEGO"]
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["BASE GRANULAR + CARPETA ASFÁLTICA DE 5 cm"]
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["BASE GRANULAR + LOSA DE CONCRETO Mr=40kg/cm2"]
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["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G59*H59*I59","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L59*J59","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G60*H60*I60","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[330.1,"Base Granular",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G61*I61*H61","v":2424.75},null,{"$f":"CDBG","v":95675},{"$f":"+L61*J61","v":231987956.25}]
[null,"Concreto Mr 38 kg/cm2",null,null,null,"M3",{"$f":"+ANCHOPAV","v":3.9},{"$f":"ViasTerc!M11/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G62*I62*H62","v":1781.0101285801995},null,{"$f":"CDMR42","v":37823471.352371335},{"$f":"+L62*J62","v":67363985576.636368}]
[null,"Colocación MR",null,null,null,"M3",{"$f":"+ANCHOPAV","v":3.9},{"$f":"ViasTerc!M11/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G63*I63*H63","v":1781.0101285801995},null,{"$f":"+CDAPLICMR","v":139886.52534153848},{"$f":"+L63*J63","v":249139318.48517078}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+I64*H64*G64","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L64*J64","v":18554134235.030708}]
["BASE GRANULAR + ADOQUINES"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G67*H67*I67","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L67*J67","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G68*H68*I68","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[330.1,"Base Granular",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"ViasTerc!M12/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G69*I69*H69","v":2420.3470978141172},null,{"$f":"CDBG","v":95675},{"$f":"+L69*J69","v":231566708.58336565}]
[null,"Adoquines",null,null,null,"M2",{"$f":"'Eval-Economica'!$E$20","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G70*I70*H70","v":11895},null,{"$f":"CDADOQUIN","v":80987.700000000012},{"$f":"+L70*J70","v":963348691.50000012},null,{"$f":"IF(ViasTerc!H22=\"BG\",\"Base Granular + \",IF(ViasTerc!H22=\"SC\",\"Suelo Cemento + \",\"\"))&IF(ViasTerc!I22=\"DR\",\"Doble Riego\",IF(ViasTerc!I22=\"CA5\",\"Carpeta e=5cm\",IF(ViasTerc!I22=\"CA7.5\",\"Carpeta e=7.5cm\",IF(ViasTerc!I22=\"LC38\",\"Losa Concreto e=\"&ROUND(ViasTerc!I25,1)&\"cm\",IF(ViasTerc!I22=\"LC40\",\"Losa Concreto e=\"&ROUND(ViasTerc!I25,1)&\"cm\",IF(ViasTerc!I22=\"AD\",\"Adoquines\",\"\"))))))","v":""}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+I71*H71*G71","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L71*J71","v":18554134235.030708}]
["SUELO CEMENTO + DOBLE RIEGO"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada","CONSUMO DE CEMENTO (TON)","VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G74*H74*I74","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L74*J74","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G75*H75*I75","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[null,"Suelo Cemento",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"ViasTerc!M13/100","v":0.2239590342424328},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G76*I76*H76","v":3620.297788528926},null,{"$f":"CDBEC","v":4047740},{"$f":"+L76*J76","v":14654024170.540075}]
[null,"Imprimación",null,null,null,"M2",{"$f":"+ANCHOPAV","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G77*I77*H77","v":11895},null,{"$f":"CDIMPRIMACION","v":1743},{"$f":"+L77*J77","v":20732985}]
[null,"Doble Riego",null,null,null,"M2",{"$f":"+ANCHOPAV","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G78*I78*H78","v":11895},null,{"$f":"CDDOBLERIEGO","v":15941.442438876022},{"$f":"+L78*J78","v":189623457.81043029}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G79*H79*I79","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L79*J79","v":18554134235.030708}]
["SUELO CEMENTO + CARPETA ASFÁLTICA DE 5 cm"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"m2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G82*H82*I82","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L82*J82","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"m3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G83*H83*I83","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[null,"Suelo Cemento",null,null,null,"m3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"ViasTerc!M14/100","v":0.1654590342424328},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G84*H84*I84","v":2674.6452885289259},null,{"$f":"+CDSC","v":8972957.8562499993},{"$f":"+L84*J84","v":23999479454.387672}]
[null,"Imprimación",null,null,null,"m2",{"$f":"+ANCHOPAV","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G85*H85*I85","v":11895},null,{"$f":"CDIMPRIMACION","v":1743},{"$f":"+L85*J85","v":20732985}]
[null,"MDC2",null,null,null,"m3",{"$f":"+ANCHOPAV","v":3.9},{"$f":"0.05","v":0.05},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G86*H86*I86","v":594.75},null,{"$f":"CDMDC2","v":549022.60499533196},{"$f":"+L86*J86","v":326531194.32097369}]
[null,"Cunetas",null,null,null,"m",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G87*H87*I87","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L87*J87","v":18554134235.030708}]
["SUELO CEMENTO + CARPETA ASFÁLTICA DE 7.5 cm"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G90*H90*I90","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L90*J90","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G91*H91*I91","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[null,"Suelo Cemento",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"ViasTerc!M15/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G92*H92*I92","v":2420.3470978141172},null,{"$f":"+CDSC","v":8972957.8562499993},{"$f":"+L92*J92","v":21717672506.183067}]
[null,"Imprimación",null,null,null,"M2",{"$f":"+ANCHOPAV","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G93*H93*I93","v":11895},null,{"$f":"CDIMPRIMACION","v":1743},{"$f":"+L93*J93","v":20732985}]
[null,"MDC2",null,null,null,"M3",{"$f":"+ANCHOPAV","v":3.9},7.4999999999999997E-2,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G94*H94*I94","v":892.125},null,{"$f":"CDMDC2","v":549022.60499533196},{"$f":"+L94*J94","v":489796791.48146051}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G95*H95*I95","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L95*J95","v":18554134235.030708}]
["SUELO CEMENTO + LOSA DE CONCRETO Mr=40kg/cm2"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G98*H98*I98","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L98*J98","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G99*H99*I99","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[null,"Suelo Cemento",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G100*H100*I100","v":2424.75},null,{"$f":"+CDSC","v":8972957.8562499993},{"$f":"+L100*J100","v":21757179561.942184}]
[null,"Concreto Mr 38 kg/cm2",null,null,null,"M3",{"$f":"+ANCHOPAV","v":3.9},{"$f":"ViasTerc!M16/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G101*H101*I101","v":1781.0101285801993},null,{"$f":"CDMR42","v":37823471.352371335},{"$f":"+L101*J101","v":67363985576.63636}]
[null,"Colocación MR",null,null,null,"M3",{"$f":"+ANCHOPAV","v":3.9},{"$f":"ViasTerc!M16/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G102*I102*H102","v":1781.0101285801995},null,{"$f":"+CDAPLICMR","v":139886.52534153848},{"$f":"+L102*J102","v":249139318.48517078}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G103*H103*I103","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L103*J103","v":18554134235.030708}]
["SUELO CEMENTO + ADOQUINES"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G106*H106*I106","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L106*J106","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G107*H107*I107","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[null,"Suelo Cemento",null,null,null,"M3",{"$f":"'Eval-Economica'!$E$18","v":5.3},{"$f":"ViasTerc!M17/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G108*H108*I108","v":2420.3470978141172},null,{"$f":"+CDSC","v":8972957.8562499993},{"$f":"+L108*J108","v":21717672506.183067}]
[null,"Adoquines",null,null,null,"M2",{"$f":"'Eval-Economica'!$E$20","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G109*H109*I109","v":11895},null,{"$f":"CDADOQUIN","v":80987.700000000012},{"$f":"+L109*J109","v":963348691.50000012}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G110*H110*I110","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L110*J110","v":18554134235.030708}]
["SUELO CEMENTO + ADOQUINES"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO","PROFUNDIDAD","LARGO","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["310.1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G113*H113*I113","v":16165},null,{"$f":"+CDCONFORMACION","v":558.75},{"$f":"+L113*J113","v":9032193.75}]
[221.1,"Pedraplen ",null,null,null,"M3",{"$f":"+ANCHOVIA","v":5.3},{"$f":"IF(ViasTerc!$I$4=2,0.2,0)","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G114*H114*I114","v":0},null,{"$f":"+CDPEDRAPLEN","v":79650},0]
[null,"Suelo Cemento",null,null,null,"M3",{"$f":"'Eval-Economica'!$E$18","v":5.3},{"$f":"ViasTerc!M24/100","v":0},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G115*H115*I115","v":0},null,{"$f":"+CDSC","v":8972957.8562499993},{"$f":"+L115*J115","v":0}]
[null,"Adoquines",null,null,null,"M2",{"$f":"'Eval-Economica'!$E$20","v":3.9},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"G116*H116*I116","v":11895},null,{"$f":"CDADOQUIN","v":80987.700000000012},{"$f":"+L116*J116","v":963348691.50000012}]
[null,"Cunetas",null,null,null,"M",{"$f":"+ANCHOCUN","v":1.4},0.15,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G117*H117*I117","v":640.5},null,{"$f":"CDCUNETA","v":28968203.33338128},{"$f":"+L117*J117","v":18554134235.030708}]
[]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte",null,null,null,null,null,null,"Porcentaje de cemento considerado para la estabilización % sobre volumen total de base a estabilizar"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G120*H120*I120","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L120*J120","v":60376275},null,{"$f":"+INSUMOS!$E$72*(APU!J124*$V$120)*INSUMOS!$D$72","v":0},"Transporte de cal",null,null,null,null,null,0.08]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G121*H121*I121","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J124+J123)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G122*H122*I122","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O120:O121)","v":168697652.48721182},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G123*H123*I123","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L123*J123","v":268517109.09776217}]
["2.3","Capa Granular Base estabilizada con cal mezclada en la vía ",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!$C$32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G124*H124*I124","v":2424.75},null,{"$f":"+'236.1'!$N$78","v":88014.966178057788},213414289.24024561]
["2.4","Lechada Asfáltica con Emulsión CRL-1HM ,TIPO LA-5",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G125*H125*I125","v":16165},null,{"$f":"+'433.3'!$N$78","v":4334.2651352461644},70063395.911254242]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G126*H126*I126","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,{"$f":"+G130*H130*I130","v":151.20000000000002},null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
[]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte",null,null,null,null,null,null,"Criterio de priorización de material por costo de transporte"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G137*H137*I137","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L137*J137","v":60376275},null,{"$f":"+INSUMOS!$E$72*(APU!J141*0.08)*+INSUMOS!$D$72","v":0},"Transporte de cal",null,null,null,null,"Costo máximo por km",650513775.96892059]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G138*H138*I138","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J141+J140)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo",null,null,null,null,"Costo de transporte máximo tolerable ",{"$f":"+V137*0.2","v":130102755.19378412}]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G139*H139*I139","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O137:O138)","v":168697652.48721182},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G140*H140*I140","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L140*J140","v":268517109.09776217}]
[236.1,"Capa Granular Base estabilizada con cal mezclada en la vía ",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G141*H141*I141","v":2424.75},null,{"$f":"+'236.1'!$N$78","v":88014.966178057788},{"$f":"+L141*J141","v":213414289.24024561}]
["2.4","TRATAMIENTO SUPERFICIAL DOBLE CON EMULSIÓN CRR-2. TIPO 1",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G142*H142*I142","v":16165},null,{"$f":"+'431.1.1'!$N$78","v":11272.168189937955},182214598.79034704]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G143*H143*I143","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 1: Base estabilizada con cemento+Lechada asfáltica"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte",null,null,null,null,null,null,"Porcentaje de cemento considerado para la estabilización % sobre volumen total de base a estabilizar"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G154*H154*I154","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L154*J154","v":60376275},null,{"$f":"+INSUMOS!$E$73*(APU!J158*$V$154)*INSUMOS!$D$73","v":24295230.39550408},"Transporte de cemento",null,null,null,null,null,0.08]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G155*H155*I155","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J158+J157)*+INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G156*H156*I156","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O154:O155)","v":192992882.88271591},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G157*H157*I157","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L157*J157","v":268517109.09776217}]
["2.3","BASE TRATADA CON CEMENTO RESISTENCIA R-3.5 (INCLUYE SUMINISTRO DE CEMENTO) ",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G158*H158*I158","v":2424.75},null,{"$f":"+'351.1'!$N$78","v":128257.85146725854},310993225.34523517]
["2.4","LECHADA ASFÁLTICA CON EMULSIÓN CRL-1HM ,TIPO LA-5",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G159*H159*I159","v":16165},null,{"$f":"+'433.3'!$N$78","v":4334.2651352461644},70063395.911254242]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G160*H160*I160","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 2: Base estabilizada con cemento+Tratamiento superficial doble"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G171*H171*I171","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L171*J171","v":60376275},null,{"$f":"+INSUMOS!$E$73*(APU!J175*$V$154)*+INSUMOS!$D$73","v":24295230.39550408},"Transporte de cemento"]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G172*H172*I172","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},{"$f":"+L172*J172","v":484002157.92625844},null,{"$f":"+INSUMOS!$E$74*(APU!J175+J174)*+INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G173*H173*I173","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O171:O172)","v":192992882.88271591},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G174*H174*I174","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L174*J174","v":268517109.09776217}]
[351.1,"BASE TRATADA CON CEMENTO RESISTENCIA R-3.5 (INCLUYE SUMINISTRO DE CEMENTO) ",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!$C$32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G175*H175*I175","v":2424.75},null,{"$f":"+'351.1'!$N$78","v":128257.85146725854},310993225.34523517]
["2.4","TRATAMIENTO SUPERFICIAL DOBLE CON EMULSIÓN CRR-2. TIPO 1",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G176*H176*I176","v":16165},null,{"$f":"+'431.1.1'!$N$78","v":11272.168189937955},182214598.79034704]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G177*H177*I177","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 3: Base estabilizada con emulsión asfáltica+Lechada asfáltica"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte",null,null,null,null,null,null,"Porcentaje de material petreo considerado para la estabilización % sobre volumen total de base a estabilizar"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G188*H188*I188","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L188*J188","v":60376275},null,{"$f":"+INSUMOS!$E$71*(APU!J192*$V$188)*INSUMOS!$D$71","v":1339853.7907708136},"Transporte de material bituminoso",null,null,null,null,null,0.08]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G189*H189*I189","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J192+J191)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G190*H190*I190","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O188:O189)","v":170037506.27798262},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G191*H191*I191","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L191*J191","v":268517109.09776217}]
["2.3","BASE ESTABILIZADA CON EMULSIÓN ASFÁLTICA TIPO BEE-38",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G192*H192*I192","v":2424.75},null,{"$f":"+'340.1'!$N$78","v":81665.673867554491},198018842.71035275]
["2.4","LECHADA ASFÁLTICA CON EMULSIÓN CRL-1HM ,TIPO LA-5",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G193*H193*I193","v":16165},null,{"$f":"+'433.3'!$N$88","v":5634.5446758200142},91082414.684630528]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G194*H194*I194","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 4: Base estabilizada con emulsión asfáltica+Tratamiento superficial doble"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte",null,null,null,null,null,null,"Porcentaje de material petreo considerado para la estabilización % sobre volumen total de base a estabilizar"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G205*H205*I205","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L205*J205","v":60376275},null,{"$f":"+INSUMOS!$E$71*(APU!J209*V205)*INSUMOS!$D$71","v":1339853.7907708136},"Transporte de material bituminoso",null,null,null,null,null,0.08]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G206*H206*I206","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J209+J208)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G207*H207*I207","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O205:O206)","v":170037506.27798262},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G208*H208*I208","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L208*J208","v":268517109.09776217}]
["2.3","BASE ESTABILIZADA CON EMULSIÓN ASFÁLTICA TIPO BEE-38",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G209*H209*I209","v":2424.75},null,{"$f":"+'340.1'!$N$78","v":81665.673867554491},198018842.71035275]
["2.4","TRATAMIENTO SUPERFICIAL DOBLE CON EMULSIÓN CRR-2. TIPO 1",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G210*H210*I210","v":16165},null,{"$f":"+'431.1.1'!$N$78","v":11272.168189937955},182214598.79034704]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G211*H211*I211","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 5: Base estabilizada mecánicamente+Lechada asfáltica"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G222*H222*I222","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L222*J222","v":60376275},null,0]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G223*H223*I223","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J226+J225)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G224*H224*I224","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O222:O223)","v":168697652.48721182},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G225*H225*I225","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L225*J225","v":268517109.09776217}]
["2.3","Base granular estabilizada mecánicamente (Base Granular Clase C)",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G226*H226*I226","v":2424.75},null,{"$f":"+'330.3'!$N$78","v":52099.66572720449},126328664.47203909]
["2.4","LECHADA ASFÁLTICA CON EMULSIÓN CRL-1HM ,TIPO LA-5",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G227*H227*I227","v":16165},null,{"$f":"+'433.3'!$N$78","v":4334.2651352461644},70063395.911254242]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G228*H228*I228","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 6: Base estabilizada mecánicamente+Tratamiento superficial doble"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G239*H239*I239","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L239*J239","v":60376275},null,0]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G240*H240*I240","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J243+J242)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G241*H241*I241","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O239:O240)","v":168697652.48721182},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G242*H242*I242","v":6010.1326243605909},{"$error":"#REF!"},{"$f":"'320.3'!N78","v":44677.401628275933},{"$f":"+L242*J242","v":268517109.09776217}]
["2.3","Base granular estabilizada mecánicamente (Base Granular Clase C)",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G243*H243*I243","v":2424.75},null,{"$f":"+'330.3'!$N$78","v":52099.66572720449},126328664.47203909]
["2.4","TRATAMIENTO SUPERFICIAL DOBLE CON EMULSIÓN CRR-2. TIPO 1",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G244*H244*I244","v":16165},null,{"$f":"+'431.1.1'!$N$78","v":11272.168189937955},182214598.79034704]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G245*H245*I245","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 7: Vía existente+Lechada asfáltica"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G256*H256*I256","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L256*J256","v":60376275}]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G257*H257*I257","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*(APU!J260+J259)*INSUMOS!$D$74","v":168697652.48721182},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G258*H258*I258","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O256:O257)","v":168697652.48721182},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G259*H259*I259","v":6010.1326243605909},{"$error":"#REF!"},0,{"$f":"+L259*J259","v":0}]
["2.3","AFIRMADO",null,null,null,"m³",5.3,{"$f":"'Diseno-AASHTO'!C32/100","v":0.15},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G260*H260*I260","v":2424.75},null,0,{"$f":"+L260*J260","v":0}]
["2.4","LECHADA ASFÁLTICA CON EMULSIÓN CRL-1HM ,TIPO LA-5",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G261*H261*I261","v":16165},null,{"$f":"+'433.3'!$N$78","v":4334.2651352461644},70063395.911254242]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G262*H262*I262","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 8: Subrasante+Tratamiento superficial doble"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL",null,"Costo total de transporte"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G273*H273*I273","v":16165},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L273*J273","v":60376275}]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,{"$f":"(SUM(Control!J64:J67))/100","v":0.61279911069351012},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G274*H274*I274","v":9905.8976243605903},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},484002157.92625844,null,{"$f":"+INSUMOS!$E$74*APU!J277*INSUMOS!$D$74","v":48406941.956282347},"Transporte de material petreo"]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G275*H275*I275","v":16165},null,{"$f":"+'2.2'!$G$29","v":9424},152338960,null,{"$f":"SUM(O273:O274)","v":48406941.956282347},"Total"]
[320.3,"Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,{"$f":"+'Salida-Diseno'!$R$7/100","v":0.37179911069351013},{"$f":"+LONGITUD","v":3050},{"$f":"+G276*H276*I276","v":6010.1326243605909},{"$error":"#REF!"},0,{"$f":"+L276*J276","v":0}]
["2.3","AFIRMADO",null,null,null,"m³",5.3,{"$f":"ViasTerc!M17/100","v":0.14972762745525006},{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G277*H277*I277","v":2420.3470978141172},null,0,0]
["2.4","TRATAMIENTO SUPERFICIAL DOBLE CON EMULSIÓN CRR-2. TIPO 1",null,null,null,"m2",5.3,1,{"$f":"'Eval-Economica'!$M$5","v":3050},{"$f":"+G278*H278*I278","v":16165},null,{"$f":"+'431.1.1'!$N$78","v":11272.168189937955},182214598.79034704]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",61.875,1,1,{"$f":"+G279*H279*I279","v":61.875},null,{"$f":"'3.1'!$G$29","v":101162},6259398.75]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",1.125,1,1,1.125,null,{"$f":"'3.2'!$G$31","v":756338},850880.25]
["3.3","Concreto para caja",null,null,null,"m³",38.409565000000001,1,1,38.409565000000001,null,{"$f":"'3.3'!$G$30","v":430156},16522104.84214]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",3190.4,1,1,3190.4,null,{"$f":"'3.4'!$G$30","v":3757},11986332.800000001]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",151.20000000000002,1,1,151.20000000000002,null,{"$f":"'4.1'!$G$29","v":39637},5993114.4000000004]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",5.1385650000000007,1,1,5.1385650000000007,null,{"$f":"'4.2'!$G$31","v":204358},1050106.8662700001]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",36.014565000000005,1,1,36.014565000000005,null,{"$f":"'4.3'!$G$29","v":430156},15491881.222140001]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",1100.4000000000001,1,1,1100.4000000000001,null,{"$f":"'4.4'!$G$30","v":3757},4134202.8000000003]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",10,1,1,10,null,{"$f":"'4.5'!$G$29","v":1040409},10404090]
["Alternativa 9: Placa huella"]
["ITEM","DESCRIPCION",null,null,null,"UNIDAD","ANCHO (m) (Cantidad)","PROFUNDIDAD (m)","LARGO (m)","CANTIDAD Aproximada",null,"VR UNITARIO de  Referencia","VR PARCIAL"]
["1.1","Localización y replanteo",null,null,null,"m²",{"$f":"+ANCHOVIA","v":5.3},1,{"$f":"Control!$J$24","v":2330},{"$f":"+G290*H290*I290","v":12349},null,{"$f":"+'1.1'!$G$31","v":3735},{"$f":"+L290*J290","v":46123515}]
["2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)",null,null,null,"m³",5.3,0.3,{"$f":"Control!$J$24","v":2330},{"$f":"+G291*H291*I291","v":3704.7},{"$error":"#REF!"},{"$f":"+'2.1'!$G$31","v":48860},181011642]
["2.2","Conformación de la subrasante",null,null,null,"m²",5.3,1,{"$f":"Control!$J$24","v":2330},{"$f":"+G292*H292*I292","v":12349},null,{"$f":"+'2.2'!$G$29","v":9424},116376976]
["2.3","Subbase granular (incluye suministro, extendido, nivelación, humedecido y compactación).",null,null,null,"m³",5.3,0.15,{"$f":"Control!$J$24","v":2330},{"$f":"+G293*H293*I293","v":1852.35},null,{"$f":"+'2.3'!$G$31","v":158297},293221447.94999999]
["2.4","Excavación manual H= 0,10 m y  0,20 m para riostras y dentellados (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero))",null,null,null,"m2",{"$f":"(Control!$J$24/1000)*382.497125","v":891.21830124999997},1,1,{"$f":"+G294*H294*I294","v":891.21830124999997},null,{"$f":"+'2.4'!$G$29","v":119179},106214505.92467375]
["2.5","Concreto de 210 kg/cm² (3.000 psi) espesor 0,15 m - Placas y dentellones",null,null,null,"m³",{"$f":"(Control!$J$24/1000)*382.497125","v":891.21830124999997},1,1,{"$f":"+G295*H295*I295","v":891.21830124999997},null,{"$f":"+'2.5'!$G$31","v":329903},294015591.23727876]
["2.6","Concreto ciclópeo espesor 0,15 m ",null,null,null,"m³",{"$f":"(Control!$J$24/1000)*253.21","v":589.97930000000008},1,1,589.97930000000008,null,{"$f":"+'2.6'!$G$32","v":224196},132270999.14280002]
["2.7","Concreto de 210 kg/cm² (3.000 psi) para vigas y viguetas de riostras",null,null,null,"m³",{"$f":"(Control!$J$24/1000)*70.515","v":164.29995},1,1,164.29995,null,{"$f":"+'2.7'!$G$29","v":313759},51550588.012049995]
["2.8","Acero de refuerzo 4.200 kg/cm²  (60.000 psi) para placas, riostras y dentellones",null,null,null,"kg",{"$f":"(Control!$J$24/1000)*27400.7692","v":63843.792236000001},1,1,63843.792236000001,null,{"$f":"+'2.8'!$G$29","v":3757},239861127.43065199]
["2.9","Concreto de 210 kg/cm² (3.000 psi) cuneta dimensiones 0,98 m x 0,12 m y  0,20 m de altura de sardinel",null,null,null,"m³",{"$f":"(Control!$J$24/1000)*185","v":431.05},1,1,431.05,null,{"$f":"+'2.9'!$G$30","v":325493},140303757.65000001]
["2.10","Bordillo prefabricado de confinamiento 0,80 m * 0,15 m * 0,35 m  (incluye suministro e instalación, mortero de 0,03 m de espesor y mortero de nivelación de 2.000  psi)",null,null,null,"m",{"$f":"(Control!$J$24/1000)*1000","v":2330},1,1,2330,null,{"$f":"+'2.10'!$G$29","v":40656},94728480]
["3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. ",null,null,null,"m³",0,1,1,0,null,{"$f":"'3.1'!$G$29","v":101162},0]
["3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección",null,null,null,"m³",0,1,1,0,null,{"$f":"'3.2'!$G$31","v":756338},0]
["3.3","Concreto para caja",null,null,null,"m³",0,1,1,0,null,{"$f":"'3.3'!$G$30","v":430156},0]
["3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja",null,null,null,"kg",0,1,1,0,null,{"$f":"'3.4'!$G$30","v":3757},0]
["4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales",null,null,null,"m³",0,1,1,0,null,{"$f":"'4.1'!$G$29","v":39637},0]
["4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales",null,null,null,"m³",0,1,1,0,null,{"$f":"'4.2'!$G$31","v":204358},0]
["4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)",null,null,null,"m³",0,1,1,0,null,{"$f":"'4.3'!$G$29","v":430156},0]
["4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal",null,null,null,"kg",0,1,1,0,null,{"$f":"'4.4'!$G$30","v":3757},0]
["4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas",null,null,null,"m",0,1,1,0,null,{"$f":"'4.5'!$G$29","v":1040409},0]
[null,null,null,null,null,null,10,1,1,{"$f":"+G310*H310*I310","v":10},null,{"$f":"'4.5'!$G$29","v":1040409},{"$f":"+L310*J310","v":10404090}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M290:M309)","v":1695678630.3474545}]
["Factor APU",1.3,null,null,null,null,null,null,null,null,null,null,{"$f":"+M329*1.3","v":2204382219.4516912}]
[]
["RESUMEN",null,null,null,null,null,null,null,"DATOS ORDENADOS SEGÚN COSTOS"]
["ALTERNATIVA",null,"COSTO",null,null,"Pos",null,"Pos","Alternativa",null,null,null,"Valor"]
[{"$f":"A11","v":"HUELLA + PIEDRA PEGADA"},null,{"$f":"SUM(M13:M20)","v":68301145588.952187},null,null,{"$f":"_xlfn.RANK.EQ(C334,$C$334:$C$344)","v":3},null,11,{"$f":"INDEX($A$334:$A$344,MATCH(H334,$F$334:$F$344,0))","v":"BASE GRANULAR + CARPETA ASFÁLTICA DE 5 cm"},null,null,null,{"$f":"SMALL($A$334:$C$344,ROW()-334)","v":{"$error":"#NUM!"}}]
[{"$f":"A33","v":"BASE GRANULAR + DOBLE RIEGO"},null,{"$f":"SUM(M35:M40)","v":19306402857.618069},null,null,10,null,10,"BASE GRANULAR + DOBLE RIEGO",null,null,null,{"$f":"SMALL($A$334:$C$344,ROW()-334)","v":19304117820.378613}]
[{"$f":"A41","v":"BASE GRANULAR + CARPETA ASFÁLTICA DE 5 cm"},null,{"$f":"SUM(M43:M48)","v":19304117820.378613},null,null,11,null,9,"BASE GRANULAR + CARPETA ASFÁLTICA DE 7.5 cm",null,null,null,19306402857.618069]
[{"$f":"A49","v":"BASE GRANULAR + CARPETA ASFÁLTICA DE 7.5 cm"},null,{"$f":"SUM(M51:M56)","v":19390054098.789101},null,null,9,null,8,"BASE GRANULAR + ADOQUINES",null,null,null,19390054098.789101]
[{"$f":"A57","v":"BASE GRANULAR + LOSA DE CONCRETO Mr=40kg/cm2"},null,{"$f":"SUM(M61:M64)","v":86399247086.402252},null,null,2,null,7,"SUELO CEMENTO + DOBLE RIEGO",null,null,null,19758081828.864075]
[{"$f":"A65","v":"BASE GRANULAR + ADOQUINES"},null,{"$f":"SUM(M67:M71)","v":19758081828.864075},null,null,8,null,6,"SUELO CEMENTO + CARPETA ASFÁLTICA DE 7.5 cm",null,null,null,33418514848.381214]
[{"$f":"A72","v":"SUELO CEMENTO + DOBLE RIEGO"},null,{"$f":"SUM(M76:M79)","v":33418514848.381214},null,null,7,null,5,"SUELO CEMENTO + ADOQUINES",null,null,null,40791368711.445236]
[{"$f":"A80","v":"SUELO CEMENTO + CARPETA ASFÁLTICA DE 5 cm"},null,{"$f":"SUM(M82:M87)","v":42909910062.489349},null,null,4,null,4,"SUELO CEMENTO + CARPETA ASFÁLTICA DE 5 cm",null,null,null,41244187626.463776]
[{"$f":"A88","v":"SUELO CEMENTO + CARPETA ASFÁLTICA DE 7.5 cm"},null,{"$f":"SUM(M90:M95)","v":40791368711.445236},null,null,6,null,3,"HUELLA + PIEDRA PEGADA",null,null,null,42909910062.489349]
[{"$f":"A96","v":"SUELO CEMENTO + LOSA DE CONCRETO Mr=40kg/cm2"},null,{"$f":"SUM(M98:M103)","v":107933470885.84442},null,null,1,null,2,"BASE GRANULAR + LOSA DE CONCRETO Mr=40kg/cm2",null,null,null,68301145588.952187]
[{"$f":"A104","v":"SUELO CEMENTO + ADOQUINES"},null,{"$f":"SUM(M106:M110)","v":41244187626.463776},null,null,5,null,1,"SUELO CEMENTO + LOSA DE CONCRETO Mr=40kg/cm2",null,null,null,86399247086.402252]
[]
["RESUMEN",null,null,null,null,null,null,null,"DATOS ORDENADOS SEGÚN COSTOS"]
["ALTERNATIVA",null,"COSTO",null,null,"Pos",null,"Pos","Alternativa",null,null,null,"Valor"]
[{"$f":"+$A$152","v":"Alternativa 1: Base estabilizada con cemento+Lechada asfáltica"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$154:$M$168)*$B$330)+$O$156)+APU!$M$360*APU!$B$330+(SUM($M$154:$M$168)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$154:$M$168)*$B$330)+$O$156)+(SUM($M$154:$M$168)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$154:$M$168)*$B$330)+$O$156),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$154:$M$168)*$B$330)+$O$156)+APU!$M$360*APU!$B$330,\"Error\"))))","v":3914100979.6970596},null,null,{"$f":"_xlfn.RANK.EQ(C348,$C$348:$C$355)","v":3},null,8,{"$f":"INDEX($A$348:$A$355,MATCH(H348,$F$348:$F$355,0))","v":"Alternativa 7: Vía existente+Lechada asfáltica"},null,null,null,{"$f":"SMALL($A$348:$C$355,ROW()-347)","v":2383078879.7497616}]
[{"$f":"+$A$169","v":"Alternativa 2: Base estabilizada con cemento+Tratamiento superficial doble"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$171:$M$185)*$B$330)+$O$173)+APU!$M$360*APU!$B$330+(SUM($M$171:$M$185)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$171:$M$185)*$B$330)+$O$173)+(SUM($M$171:$M$185)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$171:$M$185)*$B$330)+$O$173),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$171:$M$185)*$B$330)+$O$173)+APU!$M$360*APU!$B$330,\"Error\"))))","v":4205694107.1827011},null,null,2,null,7,"Alternativa 8: Subrasante+Tratamiento superficial doble",null,null,null,2554381296.7044735]
[{"$f":"+$A$186","v":"Alternativa 3: Base estabilizada con emulsión asfáltica+Lechada asfáltica"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$188:$M$202)*$B$330)+$O$122)+APU!$M$360*APU!$B$330+(SUM($M$188:$M$202)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$188:$M$202)*$B$330)+$O$122)+(SUM($M$188:$M$202)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$188:$M$202)*$B$330)+$O$122),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$188:$M$202)*$B$330)+$O$122)+APU!$M$360*APU!$B$330,\"Error\"))))","v":3650721803.2616396},null,null,6,null,6,"Alternativa 3: Base estabilizada con emulsión asfáltica+Lechada asfáltica",null,null,null,3650721803.2616396]
[{"$f":"+$A$203","v":"Alternativa 4: Base estabilizada con emulsión asfáltica+Tratamiento superficial doble"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$205:$M$219)*$B$330)+$O$207)+APU!$M$360*APU!$B$330+(SUM($M$205:$M$219)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$205:$M$219)*$B$330)+$O$207)+(SUM($M$205:$M$219)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$205:$M$219)*$B$330)+$O$207),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$205:$M$219)*$B$330)+$O$207)+APU!$M$360*APU!$B$330,\"Error\"))))","v":3889005335.7272735},null,null,4,null,5,"Alternativa 6: Base estabilizada mecánicamente+Tratamiento superficial doble",null,null,null,3701271018.5168877]
[{"$f":"+$A$220","v":"Alternativa 5: Base estabilizada mecánicamente+Lechada asfáltica"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$222:$M$236)*$B$330)+$O$122)+APU!$M$360*APU!$B$330+(SUM($M$222:$M$241)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$222:$M$236)*$B$330)+$O$122)+(SUM($M$290:$M$309)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$222:$M$236)*$B$330)+$O$122),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$222:$M$236)*$B$330)+$O$122)+APU!$M$360*APU!$B$330,\"Error\"))))","v":4315410501.8353815},null,null,1,null,4,"Alternativa 4: Base estabilizada con emulsión asfáltica+Tratamiento superficial doble",null,null,null,3889005335.7272735]
[{"$f":"+$A$237","v":"Alternativa 6: Base estabilizada mecánicamente+Tratamiento superficial doble"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$239:$M$253)*$B$330)+$O$241)+APU!$M$360*APU!$B$330+(SUM($M$239:$M$253)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$239:$M$253)*$B$330)+$O$241)+(SUM($M$239:$M$253)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$239:$M$253)*$B$330)+$O$241),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$239:$M$253)*$B$330)+$O$241)+APU!$M$360*APU!$B$330,\"Error\"))))","v":3701271018.5168877},null,null,5,null,3,"Alternativa 1: Base estabilizada con cemento+Lechada asfáltica",null,null,null,3914100979.6970596]
[{"$f":"+A254","v":"Alternativa 7: Vía existente+Lechada asfáltica"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$256:$M$270)*$B$330)+$O$122)+APU!$M$360*APU!$B$330+(SUM($M$256:$M$270)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$256:$M$270)*$B$330)+$O$122)+(SUM($M$256:$M$270)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$256:$M$270)*$B$330)+$O$122),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$256:$M$270)*$B$330)+$O$122)+APU!$M$360*APU!$B$330,\"Error\"))))","v":2383078879.7497616},null,null,8,null,2,"Alternativa 2: Base estabilizada con cemento+Tratamiento superficial doble",null,null,null,4205694107.1827011]
[{"$f":"+A271","v":"Alternativa 8: Subrasante+Tratamiento superficial doble"},null,{"$f":"IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24>0),((SUM($M$273:$M$287)*$B$330)+$O$275)+APU!$M$360*APU!$B$330+(SUM($M$273:$M$287)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24>0),((SUM($M$273:$M$287)*$B$330)+$O$275)+(SUM($M$273:$M$287)*$B$330),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE NO REQUERIDO\",Control!$J$24=0),((SUM($M$273:$M$287)*$B$330)+$O$275),IF(AND(Control!$F$67=\"MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES\",Control!$J$24=0),((SUM($M$273:$M$287)*$B$330)+$O$275)+APU!$M$360*APU!$B$330,\"Error\"))))","v":2554381296.7044735},null,null,7,null,1,"Alternativa 5: Base estabilizada mecánicamente+Lechada asfáltica",null,null,null,4315410501.8353815]
[{"$f":"+A288","v":"Alternativa 9: Placa huella"},null,{"$f":"(SUM(M290:M309)*$B$330)","v":2204382219.4516912}]
[]
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[]
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[null,null,null,null,null,null,null,null,null,null,null,null,949443517]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M362+M365","v":981195202.26558745}]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M365+J363","v":1034039981.4002595}]

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[null,null,null,null,null,"Competencia con Transporte Colectivo","Requerimiento patios y disponibilidad","Oferta Km","Consolidación de operación en la zona","Inversión adicional en flota","Disponibilidad de Flota de reserva"]
[null,null,null,null,null,0.1,0.15,0.25,0.1,0.15,0.15]
[null,null,null,null,"ESCENARIO 0-A","Elimina parte de la competencia de transporte colectivo, solo la directa para las 4 rutas implementadas completamente","No requiere patios, por que solo llega hasta mitad de recorrido","N/A","No consolida operación en ninguna de las otras zonas ","No requiere inversión adicional en flota","Considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 0-B","Mantiene toda la competencia con rutas de transporte público colectivo","No requiere patios, por que solo llega hasta mitad de recorrido","N/A","No consolida operación en ninguna de las otras zonas ","No requiere inversión adicional en flota","Considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 1","Mantiene toda la competencia con rutas de transporte público colectivo","No requiere patios, por que solo llega hasta mitad de recorrido","N/A","No consolida operación en ninguna de las otras zonas ","Requiere inversión para completar las 17 rutas compartidas con Coobus y Egobus","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 2","Mantiene toda la competencia con rutas de transporte público colectivo","No requiere patios, por que solo llega hasta mitad de recorrido","N/A","No consolida operación en ninguna de las otras zonas ","Requiere inversión para completar las 17 rutas compartidas con Coobus y Egobus","Sí considersa Flota de Reserva"]
[null,null,null,null,"ESCENARIO 3","Mantiene alto porcentaje de competencia de colectivo dado que presta servicio a mitad de recorrido en 13 rutas ","Requiere de lotes o recorrido en vacio de larga distancia para iniciar operación temprano en el extremo opuesto","N/A","Llega con 2 rutas a zona Suba centro y 2 rutas a Fontibón","Requiere inversión adicional en flota para completar las 4 rutas que hoy funcionan a la mitad","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 4","Mantiene alto porcentaje de competencia de colectivo dado que presta servicio a mitad de recorrido en 13 rutas ","Requiere de lotes o recorrido en vacio de larga distancia para iniciar operación temprano en el extremo opuesto","N/A","Llega con 2 rutas a zona Suba centro y 2 rutas a Fontibón","Requiere inversión adicional en flota para completar las 4 rutas que hoy funcionan a la mitad","Sí considersa Flota de Reserva"]
[null,null,null,null,"ESCENARIO 5","Puede eliminar gran parte competencia con transporte público colectivo, dado que implementa 13 rutas en forma completa pero mantiene 4 a mitad de recorrido","Requiere lotes para patios en zonas de Fontibón y en Suba centro","N/A","Consolida la operación en la zona Suba Centro con 6 rutas y en zona fontibón con 7 rutas ","Requiere de flota adicional para cumplir con operación completa en 13 rutas ","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 6","Puede eliminar gran parte competencia con transporte público colectivo, dado que implementa 13 rutas en forma completa pero mantiene 4 a mitad de recorrido","Requiere lotes para patios en zonas de Fontibón y en Suba centro","N/A","Consolida la operación en la zona Suba Centro con 6 rutas y en zona fontibón con 7 rutas ","Requiere de flota adicional para cumplir con operación completa en 13 rutas ","Sí considersa Flota de Reserva"]
[null,null,null,null,"ESCENARIO 7","Puede eliminar toda la competencia directa con transporte público colectivo, dado que implementa las 17 rutas en forma completa","Requiere lotes para patios en zonas de Fontibón y en Suba centro","N/A","Consolida la operación en la zona Suba Centro con 8 rutas y en zona fontibón con 9 rutas ","Requiere de flota adicional para cumplir con operación completa en 17 rutas ","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 8","Puede eliminar toda la competencia directa con transporte público colectivo, dado que implementa las 17 rutas en forma completa","Requiere lotes para patios en zonas de Fontibón y en Suba centro","N/A","Consolida la operación en la zona Suba Centro con 8 rutas y en zona fontibón con 9 rutas ","Requiere de flota adicional para cumplir con operación completa en 17 rutas ","Sí considersa Flota de Reserva"]
[null,null,null,null,"ESCENARIO 9","Elimina parte de la competencia de transporte colectivo, solo la directa para las 9 rutas implementadas","Requiere lotes para patios de 4 rutas en zona de Suba centro y puede implementar las 5 rutas de Fontibón como circulares","N/A","Consolida operación en parte oriental de zona Suba Centro con 4 rutas, y en fontibón con 5 rutas que atienden Puente Aranda y Aeropuerto","Requiere inversión adicional en flota","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 10","Elimina parte de la competencia de transporte colectivo, solo la directa para las 9 rutas implementadas","Requiere lotes para patios de 4 rutas en zona de Suba centro y puede implementar las 5 rutas de Fontibón como circulares","N/A","Consolida operación en parte oriental de zona Suba Centro con 4 rutas, y en fontibón con 5 rutas que atienden Puente Aranda y Aeropuerto","Requiere inversión adicional en flota","Sí considersa Flota de Reserva"]
[null,null,null,null,"ESCENARIO 11","Elimina la competencia con el transporte público colectivo en todas las rutas a Suba Centro, ","Requiere lotes para patios en zona Suba Centro","N/A","Consolida operación en zona Suba Centro","Requiere inversión adicional en flota","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 12","Elimina la competencia con el transporte público colectivo en todas las rutas a Suba Centro, ","Requiere lotes para patios en zona Suba Centro","N/A","Consolida operación en zona Suba Centro","Requiere inversión adicional en flota","Sí considersa Flota de Reserva"]
[null,null,null,null,"ESCENARIO 13","Elimina la competencia con el transporte público colectivo en todas las rutas a Fontibón, ","Requiere lotes para patios en zona Fontibón","N/A","Consolida operación en zona Fontibón","Requiere inversión adicional en flota","No considera Flota de reserva"]
[null,null,null,null,"ESCENARIO 14","Elimina la competencia con el transporte público colectivo en todas las rutas a Fontibón, ","Requiere lotes para patios en zona Fontibón","N/A","Consolida operación en zona Fontibón","Requiere inversión adicional en flota","Sí considersa Flota de Reserva"]
[]
[]
[null,null,null,null,"VALORES DE CUANTIFICACIÓN","Requerimiento según el tránsito","Requerimiento según el CBR","Material Disponible en la zona","Disponibilidad de materiales petreos en la zona","Disponibilidad de trituración de material","Plasticidad del suelo y pasa tamiz No. 200","Oportunidades de empleo"]
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[]
[]
[]
[null,null,null,null,"CALIFICACION","Requerimiento según el tránsito","Requerimiento según el CBR","Material Disponible en la zona","Disponibilidad de materiales petreos en la zona","Disponibilidad de trituración de material","Plasticidad del suelo y pasa tamiz No. 200","Oportunidades de empleo","PUNTAJE TOTAL"]
[null,null,null,null,null,0.3,0.3,0.15,0.05,0.05,7.4999999999999997E-2,7.4999999999999997E-2]
[null,null,null,null,"ALTERNATIVA 1",{"$f":"+F25*10/MAX($F$25:$F$32)","v":10},{"$f":"+G25*10/MAX($G$25:$G$32)","v":10},{"$f":"+H25*10/MAX($H$25:$H$32)","v":5},{"$f":"+I25*10/MAX($I$25:$I$32)","v":10},{"$f":"+J25*10/MAX($J$25:$J$32)","v":10},{"$f":"+K25*10/MAX($K$25:$K$32)","v":10},{"$f":"+L25*10/MAX($L$25:$L$32)","v":10},{"$f":"+SUMPRODUCT($F$37:$L$37,F38:L38)","v":9.25},"ALTERNATIVA 1","Base estabilizada con cemento+Lechada asfáltica",235638986.25,"Lechada Asfática","Estabilizada con cemento","SUBBASE GRANULAR CLASE C"]
[null,null,null,null,"ALTERNATIVA 2",10,10,5,10,10,10,10,9.25,"ALTERNATIVA 2","Base estabilizada con cemento+Tratamiento superficial doble",382267043.75,"Tratamiento Superficial Doble","Estabilizada con cemento","SUBBASE GRANULAR CLASE C"]
[null,null,null,null,"ALTERNATIVA 3",10,10,10,10,10,5,10,9.625,"ALTERNATIVA 3","Base estabilizada con emulsión asfáltica+Lechada asfáltica",372666000,"Lechada Asfática","Estabilizada con emulsión asfáltica","SUBBASE GRANULAR CLASE C"]
[null,null,null,null,"ALTERNATIVA 4",10,10,10,10,10,5,10,9.625,"ALTERNATIVA 4","Base estabilizada con emulsión asfáltica+Tratamiento superficial doble",545917000,"Tratamiento Superficial Doble","Estabilizada con emulsión asfáltica","SUBBASE GRANULAR CLASE C"]
[null,null,null,null,"ALTERNATIVA 5",10,10,10,10,10,5,10,9.625,"ALTERNATIVA 5","Base estabilizada mecánicamente+Lechada asfáltica",668000000,"Lechada Asfática","Estabilizada mecanicamente","SUBBASE GRANULAR CLASE C"]
[null,null,null,null,"ALTERNATIVA 6",10,10,10,10,10,5,10,9.625,"ALTERNATIVA 6","Base estabilizada mecánicamente+Tratamiento superficial doble",294534000,"Tratamiento Superficial Doble","Estabilizada mecanicamente","SUBBASE GRANULAR CLASE C"]
[null,null,null,null,"ALTERNATIVA 7",5,5,10,10,10,5,6,6.3250000000000002,"ALTERNATIVA 7","Lechada asfáltica",188511189,"Lechada Asfática","N/A sólo mejora rodadura ","N/A sólo mejora rodadura"]
[null,null,null,null,"ALTERNATIVA 8",5,5,10,10,10,5,6,6.3250000000000002,"ALTERNATIVA 8","Tratamiento superficial doble",179324000,"Tratamiento Superficial Doble","N/A sólo mejora rodadura ","N/A sólo mejora rodadura"]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"estabilizada con cal"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"estabilizada con cemento"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"estabilizada con emulsión asfáltica"]
[null,null,null,null,"ALTERNATIVA 1","Base estabilizada con cal+Lechada asfáltica",null,null,null,null,null,8.25,null,null,null,null,null,null,"estabilizada mecanicamente"]
[null,"RESUMEN",null,null,null,null,null,null,null,"DATOS ORDENADOS SEGÚN COSTOS"]
[null,"ALTERNATIVA",null,"Puntaje",null,null,"Posición",null,"Pos","Alternativa",null,null,null,"Valor"]
[null,{"$f":"+APU!A348","v":"Alternativa 1: Base estabilizada con cemento+Lechada asfáltica"},null,{"$f":"+M38+0.000000000003","v":9.2500000000030003},null,null,{"$f":"_xlfn.RANK.EQ(D55,$D$55:$D$62)","v":5},null,8,{"$f":"INDEX($B$55:$B$62,MATCH(I55,$G$55:$G$62,0))","v":"Alternativa 8: Subrasante+Tratamiento superficial doble"},null,null,null,{"$f":"SMALL($B$55:$D$62,ROW()-54)","v":6.3252000000000006}]
[null,{"$f":"+APU!A349","v":"Alternativa 2: Base estabilizada con cemento+Tratamiento superficial doble"},null,{"$f":"+M39","v":9.25},null,null,6,null,7,"Alternativa 7: Vía existente+Lechada asfáltica",null,null,null,{"$f":"SMALL($B$55:$D$62,ROW()-54)","v":6.3253000000000004}]
[null,{"$f":"+APU!A350","v":"Alternativa 3: Base estabilizada con emulsión asfáltica+Lechada asfáltica"},null,{"$f":"+M40+0.003","v":9.6280000000000001},null,null,1,null,6,"Alternativa 2: Base estabilizada con cemento+Tratamiento superficial doble",null,null,null,9.25]
[null,{"$f":"+APU!A351","v":"Alternativa 4: Base estabilizada con emulsión asfáltica+Tratamiento superficial doble"},null,{"$f":"+M41+0.0002","v":9.6251999999999995},null,null,3,null,5,"Alternativa 1: Base estabilizada con cemento+Lechada asfáltica",null,null,null,9.2500000000030003]
[null,{"$f":"+APU!A352","v":"Alternativa 5: Base estabilizada mecánicamente+Lechada asfáltica"},null,{"$f":"+M42+0.000003","v":9.6250029999999995},null,null,4,null,4,"Alternativa 5: Base estabilizada mecánicamente+Lechada asfáltica",null,null,null,9.6250029999999995]
[null,{"$f":"+APU!A353","v":"Alternativa 6: Base estabilizada mecánicamente+Tratamiento superficial doble"},null,{"$f":"+M43+0.003","v":9.6280000000000001},null,null,1,null,3,"Alternativa 4: Base estabilizada con emulsión asfáltica+Tratamiento superficial doble",null,null,null,9.6251999999999995]
[null,{"$f":"+APU!A354","v":"Alternativa 7: Vía existente+Lechada asfáltica"},null,{"$f":"+M44+0.0003","v":6.3253000000000004},null,null,7,null,2,{"$error":"#N/A"},null,null,null,9.6280000000000001]
[null,{"$f":"+APU!A355","v":"Alternativa 8: Subrasante+Tratamiento superficial doble"},null,{"$f":"+M45+0.0002","v":6.3252000000000006},null,null,8,null,1,"Alternativa 3: Base estabilizada con emulsión asfáltica+Lechada asfáltica",null,null,null,9.6280000000000001]

{"sheet":"Clasificacion-suelos","index":28,"n_rows":50,"n_cols":23,"rows_kept":50,"cut":false,"hidden":true,"merged":[[5,22,7,22],[3,19,4,22],[6,18,7,18],[5,14,7,14],[5,15,5,18],[5,19,7,19],[5,20,7,20],[6,15,7,15],[6,16,7,16],[6,17,7,17],[11,3,16,3],[11,4,13,4],[11,5,13,5],[11,7,13,7],[11,8,16,8],[3,1,4,3],[3,4,4,4],[3,5,4,5],[3,6,4,8],[6,12,7,12],[5,1,28,1],[5,2,16,2],[5,3,10,3],[5,4,7,4],[5,5,7,5],[8,5,10,5],[3,11,4,11],[3,12,4,18],[8,7,10,8],[9,15,9,18],[10,15,10,18],[11,15,11,18],[12,11,14,11],[12,12,14,13],[12,14,14,14],[12,15,14,15],[12,16,14,16],[12,17,14,17],[12,18,14,18],[12,19,14,19],[12,20,14,20],[12,21,14,21],[12,22,14,22],[14,4,16,4],[14,5,16,5],[14,7,16,7],[15,12,15,13],[16,12,16,13],[5,6,28,6],[5,7,7,8],[5,11,7,11],[5,12,5,13],[6,13,7,13],[8,4,10,4],[5,21,7,21],[17,2,28,2],[17,3,22,3],[17,4,19,4],[17,5,19,5],[17,7,19,8],[20,4,22,4],[20,5,22,5],[20,7,22,8],[23,3,28,3],[17,19,18,20],[17,21,18,22],[23,4,25,4],[23,5,25,5],[23,7,25,7],[23,8,28,8],[26,4,28,4],[26,5,28,5],[26,7,28,7],[19,11,20,11],[19,12,20,18],[19,19,20,22],[17,11,18,11],[17,12,18,13],[17,14,18,14],[17,15,18,18],[29,6,50,8],[33,4,36,4],[33,5,36,5],[37,4,39,4],[37,5,39,5],[49,1,50,3],[49,4,50,4],[49,5,50,5],[40,4,43,4],[40,5,43,5],[44,4,45,4],[44,5,45,5],[46,4,48,4],[46,5,48,5],[29,1,48,1],[29,2,39,3],[29,4,32,4],[29,5,32,5],[40,2,48,3]]}
[]
[null,null,"SISTEMA DE CLASIFICACIÓN DE SUELOS UNIFICADO \"U.S.C.S.\"",null,null,null,null,null,null,null,null,null,null,"SISTEMA DE CLASIFICACIÓN DE SUELOS AASHTO"]
[]
[null,"DIVISIONES PRINCIPALES",null,null,"Símbolos del grupo","NOMBRES TÍPICOS","IDENTIFICACIÓN DE LABORATORIO",null,null,null,null,"Clasificación","Materiales granulares (35% o menos pasa por el tamiz Nº 200)",null,null,null,null,null,null,"Materiales limoso arcilloso (más del 35% pasa el tamiz Nº 200)"]
[]
[null,"SUELOS DE GRANO GRUESO         Más de la mitad del material retenido en el tamiz número 200","GRAVAS   Más de la mitad de la fracción gruesa es retenida por el tamiz número 4 (4,76 mm)","Gravas límpias (sin o con pocos finos)","GW","Gravas, bien graduadas, mezclas grava-arena, pocos finos  o sin finos.","Determinar porcentaje de grava y arena en la curva granulométrica. Según el porcentaje de finos (fracción inferior al tamiz número 200). Los suelos de grano grueso se clasifican como sigue:        <5%->GW,GP,SW,SP.  >12%->GM,GC,SM,SC. 5 al 12%->casos límite que requieren usar doble símbolo.","Cu=D60/D10>4 Cc=(D30)2/D10xD60 entre 1 y 3",null,null,null,"Grupo:","A-1",null,"A-3","A-2-4",null,null,null,"A-4","A-5","A-6","A-7 A-7-5 A-7-6 "]
[null,null,null,null,null,null,null,null,null,null,null,null,"A-1-a","A-1-b",null,"A-2-4","A-2-5","A-2-6","A-2-7"]
[]
[null,null,null,null,"GP","Gravas mal graduadas, mezclas grava-arena, pocos finos o sin finos.",null,"No cumplen con las especificaciones de granulometría para GW.",null,null,null,"Porcentaje que pasa:"]
[null,null,null,null,null,null,null,null,null,null,null,"Nº 10 (2mm)","50 máx","-","-","-",null,null,null,"-"]
[null,null,null,null,null,null,null,null,null,null,null,"Nº 40 (0,425mm)","30 máx","50 máx","51 mín","-",null,null,null,"-"]
[null,null,null,"Gravas con finos (apreciable cantidad de finos)","GM","Gravas limosas, mezclas grava-arena-limo.",null,"Límites de Atterberg debajo de la línea A o IP<4.","Encima de línea A con IP entre 4 y 7 son casos límite que requieren doble símbolo.",null,null,"Nº 200 (0,075mm)","15 máx","25 máx","10 máx","35 máx",null,null,null,"36 min"]
[null,null,null,null,null,null,null,null,null,null,null,"Características de la fracción que pasa por el tamiz Nº 40"]
[]
[null,null,null,null,"GC","Gravas arcillosas, mezclas grava-arena-arcilla.",null,"Límites de Atterberg sobre la línea A con IP>7."]
[null,null,null,null,null,null,null,null,null,null,null,"Límite líquido","-",null,"-","40 máx","41 mín","40 máx","41 mín","40 máx","41 mín","40 máx","41 mín (2)"]
[null,null,null,null,null,null,null,null,null,null,null,"Indice de plasticidad","6 máx",null,"NP (1)","10 máx","10 máx","11 mín","11 mín","10 máx","10 máx","11 mín","11 mín"]
[null,null,"ARENAS     Más de la mitad de la fracción gruesa pasa por el tamiz número 4 (4,76 mm)","Arenas límpias (pocos o sin finos)","SW","Arenas bien graduadas, arenas con grava, pocos finos o  sin finos.",null,"Cu=D60/D10>6 Cc=(D30)2/D10xD60 entre 1 y 3",null,null,null,"Constituyentes principales","Fracmentos de roca, grava y arena",null,"Arena fina","Grava y arena arcillosa o limosa",null,null,null,"Suelos limosos",null,"Suelos arcillosos"]
[]
[null,null,null,null,null,null,null,null,null,null,null,"Características como subgrado","Excelente a bueno",null,null,null,null,null,null,"Pobre a malo"]
[null,null,null,null,"SP","Arenas mal graduadas, arenas con grava, pocos finos o sin finos.",null,"Cuando no se cumplen simultáneamente las condiciones para SW."]
[null,null,null,null,null,null,null,null,null,null,null,"(1):","No plástico"]
[null,null,null,null,null,null,null,null,null,null,null,"(2):","El índice de plasticidad del subgrupo A-7-5 es igual o menor al LL menos 30"]
[null,null,null,"Arenas con finos (apreciable cantidad de finos)","SM","Arenas limosas, mezclas de arena y limo.",null,"Límites de Atterberg debajo de la línea A o IP<4.","Los límites situados en la zona rayada con IP entre 4 y 7 son casos intermedios que precisan de símbolo doble.",null,null,null,"El índice de plasticidad del subgrupo A-7-6 es mayor que LL menos 30"]
[]
[]
[null,null,null,null,"SC","Arenas arcillosas, mezclas arena-arcilla.",null,"Límites de Atterberg sobre la línea A con IP>7."]
[]
[]
[null,"SUELOS DE GRANO FINO Más de la mitad del material pasa por el tamiz número 200","Limos y arcillas:         Límite líquido menor de 50",null,"ML","Limos inorgánicos y arenas muy finas, limos límpios, arenas finas, limosas o arcillosa, o limos arcillosos con ligera plásticidad."]
[]
[]
[]
[null,null,null,null,"CL","Arcillas inorgánicas de plasticidad baja a media, arcillas con grava, arcillas arenosas, arcillas limosas."]
[]
[]
[]
[null,null,null,null,"OL","Limos orgánicos y arcillas orgánicas limosas de baja plasticidad."]
[]
[]
[null,null,"Limos y arcillas:          Límite líquido mayor de 50",null,"MH","Limos inorgánicos, suelos arenosos finos o limosos con mica o diatomeas, limos elásticos."]
[]
[]
[]
[null,null,null,null,"CH","Arcillas inorgánicas de plasticidad alta."]
[]
[null,null,null,null,"OH","Arcillas orgánicas de plasticidad media a elevada; limos orgánicos."]
[]
[]
[null,"Suelos muy orgánicos",null,null,"PT","Turba y otros suelos de alto contenido orgánico."]

{"sheet":"LAtterberg","index":29,"n_rows":72,"n_cols":10,"rows_kept":72,"cut":false,"hidden":false,"merged":[[7,2,7,3],[27,2,27,3]]}
[]
[null,"Hoja de cálculo para procesar datos de ensayo de laboratorio"]
[]
[]
[null,"LÍMITES DE ATTERBERG"]
[]
[]
[null,null,"Límite Líquido"]
[]
[null,null,"Cápsula","Peso cápsula (gr)","Golpes","Peso suelo húmedo + cápsula (gr)","Peso suelo seco + cápsula (gr)","Peso Agua (gr)","Peso Suelo Seco (gr)","% de humedad"]
[null,null,300,4.53,12,29.6,23.49,{"$f":"F11-G11","v":6.110000000000003},{"$f":"G11-D11","v":18.959999999999997},{"$f":"(H11/I11)*100","v":32.225738396624493}]
[null,null,6,8.9499999999999993,17,37.630000000000003,28.25,{"$f":"F12-G12","v":9.3800000000000026},{"$f":"G12-D12","v":19.3},{"$f":"(H12/I12)*100","v":48.601036269430068}]
[null,null,255,8.59,15,36.35,29.87,{"$f":"F13-G13","v":6.48},{"$f":"G13-D13","v":21.28},{"$f":"(H13/I13)*100","v":30.451127819548873}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,"Liímite Plástico"]
[]
[null,null,"Cápsula","Peso cápsula (gr)","Peso suelo húmedo + cápsula (gr)","Peso suelo seco+ cápsula (gr)","Peso Agua","Peso Suelo Seco","% de humedad"]
[null,null,126,9.2799999999999994,22.1,19.829999999999998,{"$f":"E31-F31","v":2.2700000000000031},{"$f":"F31-D31","v":10.549999999999999},{"$f":"(G31/H31)*100","v":21.516587677725148}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,{"$f":"AVERAGE(J11:J15)","v":37.092634161867814}]
[]
[]
[]
[null,null,"Limite Liquido"]
[null,null,null,"Golpes","% de humedad",null,null,25]
[null,null,null,{"$f":"E11","v":12},{"$f":"J11","v":32.225738396624493}]
[null,null,null,{"$f":"E12","v":17},{"$f":"J12","v":48.601036269430068}]
[null,null,null,{"$f":"E13","v":15},{"$f":"J13","v":30.451127819548873}]
[]
[]
[]
[]
[]
[]
[null,"WL (%)=",{"$f":"(C72*$C$68+C71)/100","v":0.67780587762828048}]
[null,"WP (%)=",{"$f":"(AVERAGE(I31:I33))/100","v":0.21516587677725149},"Índice de Plásticidad",0.15]
[null,null,null,null,{"$f":"IF(OR(C57=0,C58=0),\"Suelo no Plástico\",C57-C58)","v":0.46264000085102897}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"No. Golpes LL",25]
[]
[null,"Parámetros ecuación de ajuste tendencia curva de fluidez"]
[null,"a",{"$f":"INTERCEPT(E48:E50,D48:D50)","v":-6.4644612717531587}]
[null,"b",{"$f":"SLOPE(E48:E50,D48:D50)","v":2.969801961383248}]

{"sheet":"CBR-Insitu","index":30,"n_rows":47,"n_cols":12,"rows_kept":47,"cut":false,"hidden":false,"merged":[[4,1,4,6],[6,1,6,6],[36,5,36,8]]}
[]
[null,"RELACIÓN DE SOPORTE DEL SUELO EN EL TERRENO (CBR \"IN SITU\")"]
[null,"I.N.V. E – 169 – 13"]
[]
[null,"ANÁLISIS CBR (CBR \"IN SITU\")"]
[]
[null,"ENSAYO DE PENETRACIÓN"]
[null,"Velocidad aproximada de penetración sea de 1.3 mm (0.05\") por minuto."]
[null,"TIEMPO ","PENETRACIÓN","Esfuerzos de Referencia","Esfuerzos obtenidos in situ"]
[null,"seg.","in","Esfuerzo (PSI)","Lectura Esfuerzo (PSI)"]
[null,0,0,0,0]
[null,30,2.5000000000000001E-2,null,53]
[null,{"$f":"30+B12","v":60},{"$f":"0.025+C12","v":0.05},null,64]
[null,90,7.5000000000000011E-2,null,85]
[null,120,0.1,1000,100]
[null,150,0.125,null,120]
[null,180,0.15,null,143]
[null,210,0.17499999999999999,null,146]
[null,240,0.19999999999999998,1500,154]
[null,270,0.22499999999999998,null,162]
[null,300,0.24999999999999997,null,179]
[null,330,0.27499999999999997,null,182]
[null,360,0.3,null,199]
[null,390,0.32500000000000001,null,201]
[null,420,0.35000000000000003,null,205]
[null,450,0.37500000000000006,null,209]
[null,480,0.40000000000000008,null,211]
[null,510,0.4250000000000001,null,215]
[null,540,0.45000000000000012,null,218]
[null,570,0.47500000000000014,null,220]
[null,600,0.50000000000000011,null,222]
[]
[null,null,null,null,null,null,null,null,"Volver a DATOS GEOTÉCNICOS DE LA SUBRASANTE"]
[]
[]
[]
[null,null,null,null,null,"Resultados"]
[]
[null,null,null,null,null,null,"Para 0.1\"",null,null,null,"Parámetros ecuación de ajuste tendencia curva de fluidez"]
[null,null,null,null,null,null,"Valor esfuerzo curva corregida se toman los valores (PSI)",{"$f":"+$L$41*C15+$L$40","v":98.137662337662348},null,null,"a",{"$f":"INTERCEPT(E11:E31,C11:C31)","v":59.181818181818201}]
[null,null,null,null,null,null,"CBR para 0.1\"",{"$f":"+H40/D15","v":9.8137662337662343E-2},null,null,"b",{"$f":"SLOPE(E11:E31,C11:C31)","v":389.55844155844142}]
[]
[]
[]
[null,null,null,null,null,null,"Para 0.2\""]
[null,null,null,null,null,null,"Valor esfuerzo curva corregida se toman los valores (PSI)",{"$f":"+$L$41*C19+$L$40","v":137.09350649350648}]
[null,null,null,null,null,null,"CBR para 0.2\"",2.5999999999999999E-2,{"$f":"+H46/D19","v":9.1395670995670988E-2}]

{"sheet":"Clasificacion","index":31,"n_rows":76,"n_cols":28,"rows_kept":76,"cut":false,"hidden":false,"merged":[[3,8,3,11],[73,1,73,5],[74,1,74,5],[75,1,75,5]]}
[]
[null,null,null,null,"ANÁLISIS GRANULOMÉTRICO DE SUELOS POR TAMIZADO"]
[null,null,null,null,"I.N.V. E – 123 – 13\nTamices UNE 103101/95 "]
[null,"Tamiz","Pasa","Pasante","Retenido","Retenido",null,null,"Clasificación AAHSTO"]
[null,"(mm)","(%)","(%)","acumulado (%)","parcial (%)",null,null,null,null,null,null,null,"Sistema unificado de clasificación de suelos (S.U.C.S.)",null,null,null,null,null,null,null,null,null,"D60","D30","D10"]
[null,100,100,{"$f":"IF(C6=\"\",100,C6)","v":100},{"$f":"100-D6","v":0},{"$f":"100-D6","v":0},null,null,40,0,40,{"$f":"K6-30","v":10},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(D6=60,D7=60),((B6+B7)/2),IF(AND(D6>=60,D7<=60),FORECAST(60,B6:B7,D6:D7),\"\"))","v":""},{"$f":"IF(AND(D6=30,D7=30),((B6+B7)/2),IF(AND(D6>=30,D7<=30),FORECAST(30,B6:B7,D6:D7),\"\"))","v":""},{"$f":"IF(AND(D6=10,D7=10),((B6+B7)/2),IF(AND(D6>=10,D7<=10),FORECAST(10,B6:B7,D6:D7),\"\"))","v":""}]
[null,80,100,100,0,{"$f":"D6-D7","v":0},null,null,40,70,100,{"$f":"K7-30","v":70},null,null,null,null,{"$f":"IF(D21<50,\"Suelo de partículas gruesas.\",\"\")","v":"Suelo de partículas gruesas."},null,null,null,null,null,null,"","",""]
[null,63,100,100,0,0,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D21<5,\" Suelo limpio.\",\"\")","v":""},null,null,null,null,null,null,"","",""]
[null,50,100,100,0,0,null,null,0,10,null,null,null,null,null,null,{"$f":"IF(AND(D21>12,D21<50),\" Suelo de partículas gruesas con finos (suelo sucio).\",\"\")","v":" Suelo de partículas gruesas con finos (suelo sucio)."},null,null,null,null,null,null,"","",""]
[null,40,100,{"$f":"IF(C10=\"\",100,C10)","v":100},0,0,null,null,100,10,null,null,null,null,null,null,{"$f":"IF(AND(D21>=5,D21<=12),\"( Nomenclatura con símbolo doble).\",\"\")","v":""},null,null,null,null,null,null,"","",""]
[null,25,100,100,0,0,null,null,null,null,null,null,null,{"$f":"IF(E28<50,\"SI\",\"No\")","v":"SI"},{"$f":"IF(E16>E21/2,\"SI\",\"No\")","v":"No"},{"$f":"AND(N11=\"SI\",O11=\"SI\")","v":false},{"$f":"IF(P11=TRUE,\"Grava\",\"\")","v":""},null,null,null,null,{"$f":"IF(OR(F6>0,F7>0),\" con bloques\",\"\")","v":""},null,"","",""]
[null,20,100,{"$f":"IF(C12=\"\",100,C12)","v":100},0,0,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21<5,E32>=4,E33>=1,E33<=3)","v":false},{"$f":"AND(Q11=\"Grava\",R12=TRUE)","v":false},{"$f":"IF(S12=TRUE,\" bien graduada\",\"\")","v":""},{"$f":"IF(T12=\" bien graduada\",\" GW\",\"\")","v":""},null,null,"","",""]
[null,12.5,99.8,99.8,0.20000000000000284,0.20000000000000284,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21<5,OR(E32<4,E33<1,E33>3))","v":false},{"$f":"AND(Q11=\"Grava\",R13=TRUE)","v":false},{"$f":"IF(S13=TRUE,\" mal graduada\",\"\")","v":""},{"$f":"IF(T13=\" mal graduada\",\" GP\",\"\")","v":""},null,null,"","",""]
[null,10,98.1,98.1,1.9000000000000057,1.7000000000000028,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>12,OR(AND(C23<=30,C25>7),AND(C23>30,C25>(0.73*(C23-20)))))","v":false},{"$f":"AND(Q11=\"Grava\",R14=TRUE)","v":false},{"$f":"IF(S14=TRUE,\" arcillosa\",\"\")","v":""},{"$f":"IF(T14=\" arcillosa\",\" GC\",\"\")","v":""},null,null,"","",""]
[null,6.3,98.1,98.1,1.9000000000000057,0,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>12,OR(C25<4,C25<(0.73*(C23-20))))","v":true},{"$f":"AND(Q11=\"Grava\",R15=TRUE)","v":false},{"$f":"IF(S15=TRUE,\" limosa\",\"\")","v":""},{"$f":"IF(T15=\" limosa\",\" GM\",\"\")","v":""},null,null,"","",""]
[null,5,97.3,97.3,2.7000000000000028,0.79999999999999716,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>12,C25>(0.73*(C23-20)),C25>=4,C25<=7)","v":false},{"$f":"AND(Q11=\"Grava\",R16=TRUE)","v":false},{"$f":"IF(S16=TRUE,\" arcilloso-limosa\",\"\")","v":""},{"$f":"IF(T16=\" arcilloso-limosa\",\" GC-GM\",\"\")","v":""},null,null,2.7698579595139305,"",""]
[null,2,47.123823788546268,47.123823788546268,52.876176211453732,50.176176211453729,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,E32>=4,E33>=1,E33<=3)","v":false},{"$f":"AND(Q11=\"Grava\",R17=TRUE)","v":false},{"$f":"IF(S17=TRUE,\" bien graduada\",\"\")","v":""},{"$f":"IF(T17=\" bien graduada\",\" GW\",\"\")","v":""},null,null,"","",""]
[null,1.25,41.998977973568302,41.998977973568302,58.001022026431698,5.1248458149779665,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,OR(E32<4,E33<1,E33>3))","v":false},{"$f":"AND(Q11=\"Grava\",R18=TRUE)","v":false},{"$f":"IF(S18=TRUE,\" mal graduada\",\"\")","v":""},{"$f":"IF(T18=\" mal graduada\",\" GP\",\"\")","v":""},null,null,"","",""]
[null,0.4,38.186290748898692,38.186290748898692,61.813709251101308,3.8126872246696095,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,OR(AND(C23<=30,C25>7),AND(C23>30,C25>(0.73*(C23-20)))))","v":false},{"$f":"AND(Q11=\"Grava\",R19=TRUE)","v":false},{"$f":"IF(S19=TRUE,\" con arcilla\",\"\")","v":""},{"$f":"IF(T19=\" con arcilla\",\" GC\",\"\")","v":""},null,null,"","",""]
[null,0.16,33.378343612334817,33.378343612334817,66.621656387665183,4.8079471365638753,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,OR(C25<4,C25<(0.73*(C23-20))))","v":false},{"$f":"AND(Q11=\"Grava\",R20=TRUE)","v":false},{"$f":"IF(S20=TRUE,\" con limo\",\"\")","v":""},{"$f":"IF(T20=\" con limo\",\" GM\",\"\")","v":""},null,null,"",0.10224075015534073,""]
[null,0.08,28.69913656387666,28.69913656387666,71.300863436123336,4.6792070484581565,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,C25>(0.73*(C23-20)),C25>=4,C25<=7)","v":false},{"$f":"AND(Q11=\"Grava\",R21=TRUE)","v":false},{"$f":"IF(S21=TRUE,\" con arcilla y limo\",\"\")","v":""},{"$f":"IF(T21=\" con arcilla y limo\",\" GC\",\"\")","v":""},null,null,{"$f":"AVERAGE(X6:X20)","v":2.7698579595139305},{"$f":"AVERAGE(Y6:Y20)","v":0.10224075015534073},{"$f":"AVERAGE(Z6:Z20)","v":{"$error":"#DIV/0!"}}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(Q11=\"Grava\",(F17+F18+F19+F20+F21)>15)","v":false},{"$f":"IF(S22=TRUE,\" con arena\",\"\")","v":""},null,null,null,{"$f":"ISNUMBER(X21)","v":true},{"$f":"ISNUMBER(Y21)","v":true},{"$f":"ISNUMBER(Z21)","v":false}]
[null,"Límite líquido LL",{"$f":"+LAtterberg!C57","v":0.67780587762828048},"%",null,null,null,null,null,null,null,null,null,{"$f":"IF(E28<50,\"SI\",\"No\")","v":"SI"},{"$f":"IF(E16<E21/2,\"SI\",\"No\")","v":"SI"},{"$f":"AND(N23=\"SI\",O23=\"SI\")","v":true},{"$f":"IF(P23=TRUE,\"Arena\",\"\")","v":"Arena"}]
[null,"Límite plastico LP",{"$f":"+LAtterberg!C58","v":0.21516587677725149},"%",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21<5,E32>=6,E33>=1,E33<=3)","v":false},{"$f":"AND(Q23=\"Arena\",R24=TRUE)","v":false},{"$f":"IF(AND(S24=TRUE,D21<=12,D21<50),\" bien graduada\",\"\")","v":""},{"$f":"IF(T24=\" bien graduada\",\" SW\",\"\")","v":""}]
[null,"Índice plasticidad IP",{"$f":"C23-C24","v":0.46264000085102897},"%",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21<5,OR(E32<6,E33<1,E33>3))","v":false},{"$f":"AND(Q23=\"Arena\",R25=TRUE)","v":false},{"$f":"IF(AND(S25=TRUE,D21<=12,D21<50),\" mal graduada\",\"\")","v":""},{"$f":"IF(T25=\" mal graduada\",\" SP\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,{"$f":"IF(AND(C6=\"\",C7=\"\",C8=\"\",C9=\"\",C10=\"\",C11=\"\",C12=\"\",C13=\"\",C14=\"\",C15=\"\",C16=\"\",C17=\"\",C18=\"\",C19=\"\",C20=\"\",C21=\"\"),\"\",N65)","v":"Material granular"},null,null,null,null,null,null,null,null,{"$f":"AND(D21>12,OR(AND(C23<=30,C25>7),AND(C23>30,C25>(0.73*(C23-20)))))","v":false},{"$f":"AND(Q23=\"Arena\",R26=TRUE)","v":false},{"$f":"IF(AND(S26=TRUE,D21>12,D21<50),\" arcillosa\",\"\")","v":""},{"$f":"IF(T26=\" arcillosa\",\" SC\",\"\")","v":""}]
[null,"Pasa tamiz Nº 4 (5mm):",null,null,{"$f":"D16","v":97.3},"%",null,null,{"$f":"IF(AND(C6=\"\",C7=\"\",C8=\"\",C9=\"\",C10=\"\",C11=\"\",C12=\"\",C13=\"\",C14=\"\",C15=\"\",C16=\"\",C17=\"\",C18=\"\",C19=\"\",C20=\"\",C21=\"\"),\"\",N66)","v":"Excelente a bueno como subgrado"},null,null,null,null,null,null,null,null,{"$f":"AND(D21>12,OR(C25<4,C25<(0.73*(C23-20))))","v":true},{"$f":"AND(Q23=\"Arena\",R27=TRUE)","v":true},{"$f":"IF(AND(S27=TRUE,D21>12,D21<50),\" limosa\",\"\")","v":" limosa"},{"$f":"IF(T27=\" limosa\",\" SM\",\"\")","v":" SM"}]
[null,"Pasa tamiz Nº 200 (0,080 mm):",null,null,{"$f":"D21","v":28.69913656387666},"%",null,null,{"$f":"IF(AND(C6=\"\",C7=\"\",C8=\"\",C9=\"\",C10=\"\",C11=\"\",C12=\"\",C13=\"\",C14=\"\",C15=\"\",C16=\"\",C17=\"\",C18=\"\",C19=\"\",C20=\"\",C21=\"\"),\"\",P67)","v":"A-2-4 Grava y arena arcillosa o limosa"},null,null,null,null,null,null,null,null,{"$f":"AND(D21>12,C25>(0.73*(C23-20)),C25>=4,C25<=7)","v":false},{"$f":"AND(Q23=\"Arena\",R28=TRUE)","v":false},{"$f":"IF(AND(S28=TRUE,D21>12,D21<50),\" arcilloso-limosa\",\"\")","v":""},{"$f":"IF(T28=\" arcilloso-limosa\",\" SC-SM\",\"\")","v":""}]
[null,"D60:",null,null,{"$f":"IF(X22=TRUE,X21,\"\")","v":2.7698579595139305},"mm",null,null,null,null,null,{"$f":"IF(OR(P55=\"A-2-6\",P56=\"A-2-7\"),IF(C25=\"\",\"\",ROUND(0.01*(D21-15)*(C25-10),0)),IF(C25=\"\",\"\",ROUND((D21-35)*(0.2+0.005*(C23-40))+0.01*(D21-15)*(C25-10),0)))","v":-1},null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,E32>=4,E33>=1,E33<=3)","v":false},{"$f":"AND(Q23=\"Arena\",R29=TRUE)","v":false},{"$f":"IF(S29=TRUE,\" bien graduada\",\"\")","v":""},{"$f":"IF(T29=\" bien graduada\",\" SW\",\"\")","v":""},null,null,null,null,null,"Clasificación geotécnica","% que pasa"]
[null,"D30:",null,null,{"$f":"IF(Y22=TRUE,Y21,\"\")","v":0.10224075015534073},"mm",null,null,"Valor del índice de grupo (IG):",null,null,{"$f":"IF(AND(C23=0,C24=0),\"\",IF(L29<0,0,L29))","v":0},null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,OR(E32<4,E33<1,E33>3))","v":false},{"$f":"AND(Q23=\"Arena\",R30=TRUE)","v":false},{"$f":"IF(S30=TRUE,\" mal graduada\",\"\")","v":""},{"$f":"IF(T30=\" mal graduada\",\" SP\",\"\")","v":""},null,null,null,null,null,"Finos",{"$f":"+D21/100","v":0.28699136563876659}]
[null,"D10 (diámetro efectivo):",null,null,{"$f":"IF(Z22=TRUE,Z21,\"\")","v":""},"mm",null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,OR(AND(C23<=30,C25>7),AND(C23>30,C25>(0.73*(C23-20)))))","v":false},{"$f":"AND(Q23=\"Arena\",R31=TRUE)","v":false},{"$f":"IF(S31=TRUE,\" con arcilla\",\"\")","v":""},{"$f":"IF(T31=\" con arcilla\",\" SC\",\"\")","v":""},null,null,null,null,null,"Arena fina",{"$f":"+SUM(F20:F21)/100","v":9.4871541850220314E-2}]
[null,"Coeficiente de uniformidad (Cu):",null,null,{"$f":"IF(OR(E29=\"\",E30=\"\",E31=\"\"),\"\",E29/E31)","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,OR(C25<4,C25<(0.73*(C23-20))))","v":false},{"$f":"AND(Q23=\"Arena\",R32=TRUE)","v":false},{"$f":"IF(S32=TRUE,\" con limo\",\"\")","v":""},{"$f":"IF(T32=\" con limo\",\" SM\",\"\")","v":""},null,null,null,null,null,"Arena gruesa",{"$f":"+E19/100","v":0.61813709251101312}]
[null,"Grado de curvatura (Cc):",null,null,{"$f":"IF(OR(E29=\"\",E30=\"\",E31=\"\"),\"\",(E30*E30)/(E31*E29))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(D21>=5,D21<=12,C25>(0.73*(C23-20)),C25>=4,C25<=7)","v":false},{"$f":"AND(Q23=\"Arena\",R33=TRUE)","v":false},{"$f":"IF(S33=TRUE,\" con arcilla y limo\",\"\")","v":""},{"$f":"IF(T33=\" con arcilla y limo\",\" SC\",\"\")","v":""},null,null,null,null,null,"Gravas",{"$f":"+E16/100","v":2.7000000000000027E-2}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(Q23=\"Arena\",(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)>15)","v":false},{"$f":"IF(S34=TRUE,\" con grava\",\"\")","v":""}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(D21>=50,\"Suelo de partículas finas.\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(E28>=50,\"SI\",\"No\")","v":"No"},null,null,null,{"$f":"AND(C25>(0.73*(C23-20)),C25>7,C23<30)","v":false},{"$f":"AND(N37=\"SI\",R37=TRUE)","v":false},{"$f":"IF(S37=TRUE,\"Arcilla baja plasticidad\",\"\")","v":""},{"$f":"IF(T37=\"Arcilla baja plasticidad\",\" CL\",\"\")","v":""},{"$f":"IF(AND(D21>=50,E21<30,E21>15,(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)<=(F17+F18+F19+F20+F21)),\" con arena\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(C25>(0.73*(C23-20)),C25>4,C23>=50)","v":false},{"$f":"AND(N37=\"SI\",R38=TRUE)","v":false},{"$f":"IF(S38=TRUE,\"Arcilla alta plasticidad\",\"\")","v":""},{"$f":"IF(T38=\"Arcilla alta plasticidad\",\" CH\",\"\")","v":""},{"$f":"IF(AND(D21>=50,E21<30,E21>15,(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)>(F17+F18+F19+F20+F21)),\" con grava\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(C25>=(0.73*(C23-20)),C25>=4,C25<=7)","v":false},{"$f":"AND(N37=\"SI\",R39=TRUE)","v":false},{"$f":"IF(S39=TRUE,\"Arcilla limosa\",\"\")","v":""},{"$f":"IF(T39=\"Arcilla limosa\",\" CL-ML\",\"\")","v":""},{"$f":"IF(AND(D21>=50,E21>=30,(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)<=(F17+F18+F19+F20+F21),OR(T37=\"Arcilla baja plasticidad\",T38=\"Arcilla alta plasticidad\",T39=\"Arcilla limosa\",T42=\"Arcilla media plasticidad\")),\" arenosa\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(OR(C25<(0.73*(C23-20)),C25<4),C23<30)","v":true},{"$f":"AND(N37=\"SI\",R40=TRUE)","v":false},{"$f":"IF(S40=TRUE,\"Limo baja plasticidad\",\"\")","v":""},{"$f":"IF(T40=\"Limo baja plasticidad\",\" ML\",\"\")","v":""},{"$f":"IF(AND(D21>=50,E21>=30,(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)>(F17+F18+F19+F20+F21),OR(T37=\"Arcilla baja plasticidad\",T38=\"Arcilla alta plasticidad\",T39=\"Arcilla limosa\",T42=\"Arcilla media plasticidad\")),\" gravosa\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(OR(C25<(0.73*(C23-20)),C25<4),C23>=50)","v":false},{"$f":"AND(N37=\"SI\",R41=TRUE)","v":false},{"$f":"IF(S41=TRUE,\"Limo alta plasticidad\",\"\")","v":""},{"$f":"IF(T41=\"Limo alta plasticidad\",\" MH\",\"\")","v":""},{"$f":"IF(AND(D21>=50,E21>=30,(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)<=(F17+F18+F19+F20+F21),OR(T40=\"Limo baja plasticidad\",T41=\"Limo alta plasticidad\",T43=\"Limo baja plasticidad\")),\" arenoso\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(C25>(0.73*(C23-20)),C25>7,AND(C23>=30,C23<50))","v":false},{"$f":"AND(N37=\"SI\",R42=TRUE)","v":false},{"$f":"IF(S42=TRUE,\"Arcilla media plasticidad\",\"\")","v":""},{"$f":"IF(T42=\"Arcilla media plasticidad\",\" CL\",\"\")","v":""},{"$f":"IF(AND(D21>=50,E21>=30,(F6+F7+F8+F9+F10+F11+F12+F13+F14+F15+F16)>(F17+F18+F19+F20+F21),OR(T40=\"Limo baja plasticidad\",T41=\"Limo alta plasticidad\",T43=\"Limo baja plasticidad\")),\" gravoso\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"AND(OR(C25<(0.73*(C23-20)),C25<4),AND(C23>30,C23<50))","v":false},{"$f":"AND(N37=\"SI\",R43=TRUE)","v":false},{"$f":"IF(S43=TRUE,\"Limo baja plasticidad\",\"\")","v":""},{"$f":"IF(T43=\"Limo baja plasticidad\",\" ML\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(Q7,Q8,Q9,Q10,Q36)","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(Q11,Q23)","v":"Arena"},{"$f":"CONCATENATE(T12,T13,T14,T15,T16,T17,T18,T19,T20,T21,T22,T24,T25,T26,T27,T28,T29,T30,T31,T32,T33,T34,T37,T38,T39,T40,T41,T42,T43)","v":" limosa"},{"$f":"CONCATENATE(V37,V38,V39,V40,V41,V42,V11)","v":""},{"$f":"CONCATENATE(U12,U13,U14,U15,U16,U17,U18,U19,U20,U21,U24,U25,U26,U27,U28,U29,U30,U31,U32,U33,U37,U38,U39,U40,U41,U42,U43)","v":" SM"},{"$f":"CONCATENATE(N45,O45,P45,Q45)","v":"Arena limosa SM"}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Clasificación AAHSTO"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(ROUND(D21,0)<=35,\"Material granular\",\"\")","v":"Material granular"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(N48=\"Material granular\",\"Excelente a bueno como subgrado\",\"\")","v":"Excelente a bueno como subgrado"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(D17,0)<=50,ROUND(D19,0)<=30,ROUND(D21,0)<=15,ROUND(C25,0)<=6),\"A-1-a\",\"\")","v":""},{"$f":"IF(P50=\"A-1-a\",\" Fragmentos de roca, grava y arena\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(D19,0)<=50,ROUND(D21,0)<=25,ROUND(C25,0)<=6,P50=\"\"),\"A-1-b\",\"\")","v":""},{"$f":"IF(P51=\"A-1-b\",\" Fragmentos de roca, grava y arena\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(D19,0)>=51,ROUND(D21,0)<=10,OR(ROUND(C25,0)=0,ROUND(C25,0)=\"\"),P50=\"\",P51=\"\"),\"A-3\",\"\")","v":""},{"$f":"IF(P52=\"A-3\",\" Arena fina\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(C23,0)<=40,ROUND(C25,0)<=10,P50=\"\",P51=\"\",P52=\"\"),\"A-2-4\",\"\")","v":"A-2-4"},{"$f":"IF(P53=\"A-2-4\",\" Grava y arena arcillosa o limosa\",\"\")","v":" Grava y arena arcillosa o limosa"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(C23,0)>=41,ROUND(C25,0)<=10,P50=\"\",P51=\"\",P52=\"\",P53=\"\"),\"A-2-5\",\"\")","v":""},{"$f":"IF(P54=\"A-2-5\",\" Grava y arena arcillosa o limosa\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(C23,0)<=40,ROUND(C25,0)>=11,P50=\"\",P51=\"\",P52=\"\",P53=\"\",P54=\"\"),\"A-2-6\",\"\")","v":""},{"$f":"IF(P55=\"A-2-6\",\" Grava y arena arcillosa o limosa\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)<=35,ROUND(C23,0)>=41,ROUND(C25,0)>=11,P50=\"\",P51=\"\",P52=\"\",P53=\"\",P54=\"\",P55=\"\"),\"A-2-7\",\"\")","v":""},{"$f":"IF(P56=\"A-2-7\",\" Grava y arena arcillosa o limosa\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(ROUND(D21,0)>35,\"Material limoso-arenoso\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(N57=\"Material limoso-arenoso\",\"Pobre a malo como subgrado\",\"\")","v":""}]
[null,{"$f":"0.9*(D59-8)","v":-7.2},null,0,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)>=36,ROUND(C23,0)<=40,ROUND(C25,0)<=10),\"A-4\",\"\")","v":""},{"$f":"IF(P59=\"A-4\",\" Suelo limoso\",\"\")","v":""}]
[null,{"$f":"0.9*(D60-8)","v":15.732000000000001},null,25.48,{"$f":"IF(0.73*(D60-20)<0,0,0.73*(D60-20))","v":4.0004},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)>=36,ROUND(C23,0)>=41,ROUND(C25,0)<=10,P59=\"\"),\"A-5\",\"\")","v":""},{"$f":"IF(P60=\"A-5\",\" Suelo limoso\",\"\")","v":""}]
[null,{"$f":"0.9*(D61-8)","v":82.8},null,100,{"$f":"IF(0.73*(D61-20)<0,0,0.73*(D61-20))","v":58.4},null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)>=36,ROUND(C23,0)<=40,ROUND(C25,0)>=11,P59=\"\",P60=\"\"),\"A-6\",\"\")","v":""},{"$f":"IF(P61=\"A-6\",\" Suelo arcilloso\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)>=36,ROUND(C23,0)>=41,ROUND(C25,0)>=11,ROUND(C25,0)<=(ROUND(C23,0)-30),P59=\"\",P60=\"\",P61=\"\"),\"A-7-5\",\"\")","v":""},{"$f":"IF(P62=\"A-7-5\",\" Suelo arcilloso\",\"\")","v":""}]
[null,50,null,0,4,10,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)>=36,ROUND(C23,0)>=41,ROUND(C25,0)>=11,ROUND(C25,0)>(ROUND(C23,0)-30),P59=\"\",P60=\"\",P61=\"\",P62=\"\"),\"A-7-6\",\"\")","v":""},{"$f":"IF(P63=\"A-7-6\",\" Suelo arcilloso\",\"\")","v":""}]
[null,50,null,60,4,25,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(ROUND(D21,0)>=36,ROUND(C23,0)>=41,ROUND(C25,0)>=11,P59=\"\",P60=\"\",P61=\"\",P62=\"\",P63=\"\"),\"A-7\",\"\")","v":""},{"$f":"IF(P64=\"A-7\",\" Suelo arcilloso\",\"\")","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"CONCATENATE(N48,N57)","v":"Material granular"}]
[null,30,null,8,20,{"$f":"IF(#REF!<0,0,#REF!)","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,{"$f":"CONCATENATE(N49,N58)","v":"Excelente a bueno como subgrado"}]
[null,30,null,20,25.48,4,null,null,null,null,null,null,null,{"$f":"CONCATENATE(P50,P51,P52,P53,P54,P55,P56,P57,P58,P59,P60,P61,P62,P63,P64)","v":"A-2-4"},{"$f":"CONCATENATE(Q50,Q51,Q52,Q53,Q54,Q55,Q56,Q57,Q58,Q59,Q60,Q61,Q62,Q63,Q64)","v":" Grava y arena arcillosa o limosa"},{"$f":"CONCATENATE(N67,O67)","v":"A-2-4 Grava y arena arcillosa o limosa"}]
[]
[null,7,null,10]
[null,7,null,30]
[]
[]
[]
[null,"Sistema unificado de clasificación de suelos (S.U.C.S.)"]
[null,{"$f":"IF(AND(C6=\"\",C7=\"\",C8=\"\",C9=\"\",C10=\"\",C11=\"\",C12=\"\",C13=\"\",C14=\"\",C15=\"\",C16=\"\",C17=\"\",C18=\"\",C19=\"\",C20=\"\",C21=\"\"),\"\",N44)","v":"Suelo de partículas gruesas. Suelo de partículas gruesas con finos (suelo sucio)."}]
[null,{"$f":"IF(AND(C6=\"\",C7=\"\",C8=\"\",C9=\"\",C10=\"\",C11=\"\",C12=\"\",C13=\"\",C14=\"\",C15=\"\",C16=\"\",C17=\"\",C18=\"\",C19=\"\",C20=\"\",C21=\"\"),\"\",R45)","v":"Arena limosa SM"}]

{"sheet":"Nomogramas","index":32,"n_rows":124,"n_cols":31,"rows_kept":124,"cut":false,"hidden":false,"merged":[[114,10,114,12],[97,20,97,25],[97,17,97,19],[96,17,96,25]]}
[]
[null,"ESTABILIZACIÓN DE LA SUBRASANTE CON CAL CONDICIONES GENERALES ",null,null,null,null,null,null,null,"ESTABILIZACIÓN DE SUELOS DE SUBRASANTE CON CEMENTO ARTÍCULO 235 – 13"]
[null,"Capítulo 2 – EXPLANACIONES Art. 236",null,null,null,null,null,null,null,"ARTÍCULO 235 – 13"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Espesores recomendados de mejoramiento de subrasante para alcanzar CBR de plataforma mínimo de 4%"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"CBR de subrasante (%)","Espesor de mejoramiento (cm)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1.9999999999999999E-6,45]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1,30]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,10]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2.9,5]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,0]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"a",{"$f":"INTERCEPT(R25:R29,Q25:Q29)","v":43.935768395640437}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"b",{"$f":"SLOPE(R25:R29,Q25:Q29)","v":-14.570653127741116}]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+-12*(3)+62","v":26}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Número de ejes equivalentes de 8,2 t que circulan en el carril y periodo de diseño x 106"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"INVIAS (2007)",null,null,"IDU (2011)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NT1","NT2","NT3","T0","T1","T2","T3","T4","T5"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"<0,5","0,5-5",">5","<0,5","0,2-0,5","0,5-1,5","1,5-3","3-7,5",">7,5"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nivel de Transito","N de ejes equivalentes de 8,2 t"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T0",">200.000"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T1","Entre 200.001 y 500.000"]
[]
[null,null,null,null,null,null,null,null,null,null,"Categoría","CBR%","Compartamiento como subrasante"]
[null,null,null,null,null,null,null,null,null,null,"S1","CBR<=3","Malo"]
[null,null,null,null,null,null,null,null,null,null,"S2","3<CBR<=5","Regular "]
[null,null,null,null,null,null,null,null,null,null,"S3","5<CBR<=10","Bueno "]
[null,null,null,null,null,null,null,null,null,null,"S4","CBR>10","Muy Bueno"]
[]
[]
["Nú"]
[null,null,null,null,null,null,null,null,null,null,"Ancho de la calzada Tránsito de diseño k2"]
[null,null,null,null,null,null,null,null,null,null,"Menos de 5 m ","Total en los dos sentidos ",1]
[null,null,null,null,null,null,null,null,null,null,"Igual o mayor de 5 m y menor de 6 m ","3/4 del total en los dos sentidos ",0.75]
[null,null,null,null,null,null,null,null,null,null,"Igual o mayor de 6 m ","1/2 del total en los dos sentidos",0.5]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"Categoría de clima","Temperatura media diaria del aire histórica, de los siete (7) días consecutivos más calientes del año"]
[null,null,null,null,null,null,null,null,null,null,"Frío ","T7dias<=20ºC"]
[null,null,null,null,null,null,null,null,null,null,"Templado ","20ºC<T7días<=30"]
[null,null,null,null,null,null,null,null,null,null,"Cálido ","T7días > 30ºC"]

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["TIPO APOYO","RODADURA","TRAFICO","CBR","CONCATENADO","ESPESOR","ESPESOR","SELECCIONADO",null,"Corridas programa PAV-01 del INVIAS"]
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["BG","DR","200A400",2,"BGDR200A4002",60.731151408132504,60.731151408132504,"ALTERNATIVAS"]
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["BG","DR","<25",6,"BGDR<256",27.018319658348943,27.018319658348943,"BG","AD","200A400",8,"BGAD200A4008",14.972762745525007]
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["BG","DR","50A100",6,"BGDR50A1006",32.898752081702114,32.898752081702114,"SC","CA5","200A400",8,"SCCA5200A4008",16.545903424243281]
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["BG","DR","200A400",6,"BGDR200A4006",38.779184505055284,38.779184505055284,"SC","LC38","200A400",8,"SCLC38200A4008",14.972762745525007]
["BG","DR","<25",8,"BGDR<258",23.972762745525007,23.972762745525007,"SC","AD","200A400",8,"SCAD200A4008",14.972762745525007]
["BG","DR","25A50",8,"BGDR25A508",26.593381068468091,26.593381068468091]
["BG","DR","50A100",8,"BGDR50A1008",29.213999391411178,29.213999391411178]
["BG","DR","100A200",8,"BGDR100A2008",31.834617714354266,31.834617714354266]
["BG","DR","200A400",8,"BGDR200A4008",34.455236037297354,34.455236037297354]
["BG","CA5","<25",2,"BGCA5<252",33.480105350354521,33.480105350354521]
["BG","CA5","25A50",2,"BGCA525A502",38.042866864799016,38.042866864799016]
["BG","CA5","50A100",2,"BGCA550A1002",42.605628379243512,42.605628379243512]
["BG","CA5","100A200",2,"BGCA5100A2002",47.168389893688008,47.168389893688008]
["BG","CA5","200A400",2,"BGCA5200A4002",51.731151408132504,51.731151408132504]
["BG","CA5","<25",4,"BGCA5<254",22.951757996574869,22.951757996574869]
["BG","CA5","25A50",4,"BGCA525A504",26.409684604814665,26.409684604814665]
["BG","CA5","50A100",4,"BGCA550A1004",29.867611213054467,29.867611213054467]
["BG","CA5","100A200",4,"BGCA5100A2004",33.325537821294262,33.325537821294262]
["BG","CA5","200A400",4,"BGCA5200A4004",36.783464429534064,36.783464429534064]
["BG","CA5","<25",6,"BGCA5<256",18.018319658348943,18.018319658348943]
["BG","CA5","25A50",6,"BGCA525A506",20.958535870025525,20.958535870025525]
["BG","CA5","50A100",6,"BGCA550A1006",23.898752081702114,23.898752081702114]
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["SC","CA5","50A100",6,"SCCA550A1006",15.534188853106373,15.534188853106373]
["SC","CA5","100A200",6,"SCCA5100A2006",17.445329390696156,17.445329390696156]
["SC","CA5","200A400",6,"SCCA5200A4006",19.356469928285936,19.356469928285936]
["SC","CA5","<25",8,"SCCA5<258",14.972762745525007,9.7322957845912548]
["SC","CA5","25A50",8,"SCCA525A508",14.972762745525007,11.43569769450426]
["SC","CA5","50A100",8,"SCCA550A1008",14.972762745525007,13.139099604417266]
["SC","CA5","100A200",8,"SCCA5100A2008",14.972762745525007,14.842501514330273]
["SC","CA5","200A400",8,"SCCA5200A4008",16.545903424243281,16.545903424243281]
["SC","CA7.5","<25",2,"SCCA7.5<252",18.512068477730438,18.512068477730438]
["SC","CA7.5","25A50",2,"SCCA7.525A502",21.477863462119362,21.477863462119362]
["SC","CA7.5","50A100",2,"SCCA7.550A1002",24.443658446508284,24.443658446508284]
["SC","CA7.5","100A200",2,"SCCA7.5100A2002",27.409453430897205,27.409453430897205]
["SC","CA7.5","200A400",2,"SCCA7.5200A4002",30.37524841528613,30.37524841528613]
["SC","CA7.5","<25",4,"SCCA7.5<254",14.972762745525007,11.668642697773665]
["SC","CA7.5","25A50",4,"SCCA7.525A504",14.972762745525007,13.916294993129533]
["SC","CA7.5","50A100",4,"SCCA7.550A1004",16.163947288485403,16.163947288485403]
["SC","CA7.5","100A200",4,"SCCA7.5100A2004",18.411599583841269,18.411599583841269]
["SC","CA7.5","200A400",4,"SCCA7.5200A4004",20.659251879197143,20.659251879197143]
["SC","CA7.5","<25",6,"SCCA7.5<256",14.972762745525007,8.4619077779268128]
["SC","CA7.5","25A50",6,"SCCA7.525A506",14.972762745525007,10.373048315516591]
["SC","CA7.5","50A100",6,"SCCA7.550A1006",14.972762745525007,12.284188853106373]
["SC","CA7.5","100A200",6,"SCCA7.5100A2006",14.972762745525007,14.195329390696154]
["SC","CA7.5","200A400",6,"SCCA7.5200A4006",16.106469928285936,16.106469928285936]
["SC","CA7.5","<25",8,"SCCA7.5<258",14.972762745525007,6.4822957845912548]
["SC","CA7.5","25A50",8,"SCCA7.525A508",14.972762745525007,8.1856976945042597]
["SC","CA7.5","50A100",8,"SCCA7.550A1008",14.972762745525007,9.8890996044172663]
["SC","CA7.5","100A200",8,"SCCA7.5100A2008",14.972762745525007,11.592501514330273]
["SC","CA7.5","200A400",8,"SCCA7.5200A4008",14.972762745525007,13.29590342424328]
["BG","LC38","<25",2,"BGLC38<252",14.972762745525007,8.9585151935446401]
["BG","LC38","25A50",2,"BGLC3825A502",14.972762745525007,10.057326144673437]
["BG","LC38","50A100",2,"BGLC3850A1002",14.972762745525007,11.27737861452816]
["BG","LC38","100A200",2,"BGLC38100A2002",14.972762745525007,12.632050250872396]
["BG","LC38","200A400",2,"BGLC38200A4002",14.972762745525007,14.13619477552065]
["BG","LC38","<25",4,"BGLC38<254",14.972762745525007,8.7446375472082902]
["BG","LC38","25A50",4,"BGLC3825A504",14.972762745525007,9.8198494883010987]
["BG","LC38","50A100",4,"BGLC3850A1004",14.972762745525007,1.9850074421976767]
["BG","LC38","100A200",4,"BGLC38100A2004",14.972762745525007,9.8198494883010987]
["BG","LC38","200A400",4,{"$f":"CONCATENATE(A131,B131,C131,D131)","v":"BGLC38200A4004"},14.972762745525007,9.8198494883010987]
["BG","LC38","<25",6,"BGLC38<256",14.972762745525007,8.6465125141342387]
["BG","LC38","25A50",6,"BGLC3825A506",14.972762745525007,9.7108974535278847]
["BG","LC38","50A100",6,"BGLC3850A1006",14.972762745525007,1.9549494792849513]
["BG","LC38","100A200",6,"BGLC38100A2006",14.972762745525007,9.7108974535278847]
["BG","LC38","200A400",6,"BGLC38200A4006",14.972762745525007,9.7108974535278847]
["BG","LC38","<25",8,"BGLC38<258",14.972762745525007,8.5616077896769642]
["BG","LC38","25A50",8,"BGLC3825A508",14.972762745525007,9.616624440804431]
["BG","LC38","50A100",8,"BGLC3850A1008",14.972762745525007,1.9289412021012278]
["BG","LC38","100A200",8,"BGLC38100A2008",14.972762745525007,9.616624440804431]
["BG","LC38","200A400",8,"BGLC38200A4008",14.972762745525007,9.616624440804431]
["BG","LC40","<25",2,"BGLC40<252",14.972762745525007,8.7013825219807437]
["BG","LC40","25A50",2,"BGLC4025A502",14.972762745525007,9.7718217540413654]
["BG","LC40","50A100",2,"BGLC4050A1002",14.972762745525007,10.960372002437889]
["BG","LC40","100A200",2,"BGLC40100A2002",14.972762745525007,12.280065498951515]
["BG","LC40","200A400",2,"BGLC40200A4002",14.972762745525007,13.745372436617757]
["BG","LC40","<25",4,"BGLC40<254",14.972762745525007,8.493027278283888]
["BG","LC40","25A50",4,"BGLC4025A504",14.972762745525007,9.540476835774589]
["BG","LC40","50A100",4,"BGLC4050A1004",14.972762745525007,10.703500755723644]
["BG","LC40","100A200",4,"BGLC40100A2004",14.972762745525007,11.994851378482087]
["BG","LC40","200A400",4,"BGLC40200A4004",14.972762745525007,13.428688122761313]
["BG","LC40","<25",6,"BGLC40<256",14.972762745525007,8.397435871097958]
["BG","LC40","25A50",6,"BGLC4025A506",14.972762745525007,9.4343379842148423]
["BG","LC40","50A100",6,"BGLC4050A1006",14.972762745525007,10.585650667080111]
["BG","LC40","100A200",6,"BGLC40100A2006",14.972762745525007,11.863997848514595]
["BG","LC40","200A400",6,"BGLC40200A4006",14.972762745525007,13.28339636692102]
["BG","LC40","<25",8,"BGLC40<258",14.972762745525007,8.3147234191033732]
["BG","LC40","25A50",8,"BGLC4025A508",14.972762745525007,9.3424991367406118]
["BG","LC40","50A100",8,"BGLC4050A1008",14.972762745525007,10.483678428293775]
["BG","LC40","100A200",8,"BGLC40100A2008",14.972762745525007,11.750774111838073]
["BG","LC40","200A400",8,"BGLC40200A4008",14.972762745525007,13.157679655200532]
["SC","LC38","<25",2,"SCLC38<252",14.972762745525007,8.7013825219807437]
["SC","LC38","25A50",2,"SCLC3825A502",14.972762745525007,9.7718217540413654]
["SC","LC38","50A100",2,"SCLC3850A1002",14.972762745525007,10.067274032520567]
["SC","LC38","100A200",2,"SCLC38100A2002",14.972762745525007,12.280065498951515]
["SC","LC38","200A400",2,"SCLC38200A4002",14.972762745525007,13.745372436617757]
["SC","LC38","<25",4,"SCLC38<254",14.972762745525007,8.493027278283888]
["SC","LC38","25A50",4,"SCLC3825A504",14.972762745525007,9.540476835774589]
["SC","LC38","50A100",4,"SCLC3850A1004",14.972762745525007,11.013699060877666]
["SC","LC38","100A200",4,"SCLC38100A2004",14.972762745525007,11.994851378482087]
["SC","LC38","200A400",4,"SCLC38200A4004",14.972762745525007,13.428688122761313]
["SC","LC38","<25",6,"SCLC38<256",14.972762745525007,8.397435871097958]
["SC","LC38","25A50",6,"SCLC3825A506",14.972762745525007,9.4343379842148423]
["SC","LC38","50A100",6,"SCLC3850A1006",14.972762745525007,8.7602686188453802]
["SC","LC38","100A200",6,"SCLC38100A2006",14.972762745525007,11.863997848514595]
["SC","LC38","200A400",6,"SCLC38200A4006",14.972762745525007,13.28339636692102]
["SC","LC38","<25",8,"SCLC38<258",14.972762745525007,8.3147234191033732]
["SC","LC38","25A50",8,"SCLC3825A508",14.972762745525007,9.3424991367406118]
["SC","LC38","50A100",8,"SCLC3850A1008",14.972762745525007,10.483678428293775]
["SC","LC38","100A200",8,"SCLC38100A2008",14.972762745525007,11.750774111838073]
["SC","LC38","200A400",8,"SCLC38200A4008",14.972762745525007,13.157679655200532]
["SC","LC40","<25",2,"SCLC40<252",14.972762745525007,7.9769665059900738]
["SC","LC40","25A50",2,"SCLC4025A502",14.972762745525007,8.9674745197843801]
["SC","LC40","50A100",2,"SCLC4050A1002",14.972762745525007,10.067274032520567]
["SC","LC40","100A200",2,"SCLC40100A2002",14.972762745525007,11.288424140717412]
["SC","LC40","200A400",2,"SCLC40200A4002",14.972762745525007,12.644314527538182]
["SC","LC40","<25",4,"SCLC40<254",14.972762745525007,7.8631258815873455]
["SC","LC40","25A50",4,"SCLC4025A504",14.972762745525007,8.8410728536654997]
["SC","LC40","50A100",4,"SCLC4050A1004",14.972762745525007,9.9269253539934112]
["SC","LC40","100A200",4,"SCLC40100A2004",14.972762745525007,11.132589552700249]
["SC","LC40","200A400",4,"SCLC40200A4004",14.972762745525007,12.471285332840207]
["SC","LC40","<25",6,"SCLC40<256",14.972762745525007,7.7903514884266141]
["SC","LC40","25A50",6,"SCLC4025A506",14.972762745525007,8.7602686188453802]
["SC","LC40","50A100",6,"SCLC4050A1006",14.972762745525007,9.8372052741509837]
["SC","LC40","100A200",6,{"$f":"CONCATENATE(A195,B195,C195,D195)","v":"SCLC40100A2006"},14.972762745525007,11.032969863894941]
["SC","LC40","200A400",6,"SCLC40200A4006",14.972762745525007,12.360673723765673]
["SC","LC40","<25",8,"SCLC40<258",14.972762745525007,7.6864276354752299]
["SC","LC40","25A50",8,"SCLC4025A508",14.972762745525007,8.6448779291731466]
["SC","LC40","50A100",8,"SCLC4050A1008",14.972762745525007,9.7090825103687131]
["SC","LC40","100A200",8,"SCLC40100A2008",14.972762745525007,10.890710183795658]
["SC","LC40","200A400",8,"SCLC40200A4008",14.972762745525007,12.20271727649185]
["BG","AD","<25",2,"BGAD<252",19.480105350354521,19.480105350354521]
["BG","AD","25A50",2,"BGAD25A502",24.042866864799016,24.042866864799016]
["BG","AD","50A100",2,"BGAD50A1002",28.605628379243512,28.605628379243512]
["BG","AD","100A200",2,"BGAD100A2002",33.168389893688008,33.168389893688008]
["BG","AD","200A400",2,"BGAD200A4002",37.731151408132504,37.731151408132504]
["BG","AD","<25",4,"BGAD<254",14.972762745525007,8.9517579965748695]
["BG","AD","25A50",4,"BGAD25A504",14.972762745525007,12.409684604814665]
["BG","AD","50A100",4,"BGAD50A1004",15.867611213054467,15.867611213054467]
["BG","AD","100A200",4,"BGAD100A2004",19.325537821294262,19.325537821294262]
["BG","AD","200A400",4,"BGAD200A4004",22.783464429534064,22.783464429534064]
["BG","AD","<25",6,"BGAD<256",14.972762745525007,4.0183196583489433]
["BG","AD","25A50",6,"BGAD25A506",14.972762745525007,6.9585358700255249]
["BG","AD","50A100",6,"BGAD50A1006",14.972762745525007,9.8987520817021135]
["BG","AD","100A200",6,"BGAD100A2006",14.972762745525007,12.838968293378699]
["BG","AD","200A400",6,"BGAD200A4006",15.779184505055284,15.779184505055284]
["BG","AD","<25",8,"BGAD<258",14.972762745525007,0.97276274552500652]
["BG","AD","25A50",8,"BGAD25A508",14.972762745525007,3.5933810684680907]
["BG","AD","50A100",8,"BGAD50A1008",14.972762745525007,6.2139993914111784]
["BG","AD","100A200",8,"BGAD100A2008",14.972762745525007,8.8346177143542661]
["BG","AD","200A400",8,"BGAD200A4008",14.972762745525007,11.455236037297354]
["SC","AD","<25",2,"SCAD<252",14.972762745525007,12.662068477730438]
["SC","AD","25A50",2,"SCAD25A502",15.627863462119361,15.627863462119361]
["SC","AD","50A100",2,"SCAD50A1002",18.593658446508282,18.593658446508282]
["SC","AD","100A200",2,"SCAD100A2002",21.559453430897207,21.559453430897207]
["SC","AD","200A400",2,"SCAD200A4002",24.525248415286129,24.525248415286129]
["SC","AD","<25",4,"SCAD<254",14.972762745525007,5.8186426977736652]
["SC","AD","25A50",4,"SCAD25A504",14.972762745525007,8.0662949931295316]
["SC","AD","50A100",4,"SCAD50A1004",14.972762745525007,10.313947288485403]
["SC","AD","100A200",4,"SCAD100A2004",14.972762745525007,12.56159958384127]
["SC","AD","200A400",4,"SCAD200A4004",14.972762745525007,14.809251879197141]
["SC","AD","<25",6,"SCAD<256",14.972762745525007,2.6119077779268132]
["SC","AD","25A50",6,"SCAD25A506",14.972762745525007,4.5230483155165917]
["SC","AD","50A100",6,"SCAD50A1006",14.972762745525007,6.4341888531063738]
["SC","AD","100A200",6,"SCAD100A2006",14.972762745525007,8.3453293906961541]
["SC","AD","200A400",6,"SCAD200A4006",14.972762745525007,10.256469928285934]
["SC","AD","<25",8,"SCAD<258",14.972762745525007,0.63229578459125424]
["SC","AD","25A50",8,"SCAD25A508",14.972762745525007,2.3356976945042591]
["SC","AD","50A100",8,"SCAD50A1008",14.972762745525007,4.0390996044172658]
["SC","AD","100A200",8,"SCAD100A2008",14.972762745525007,5.7425015143302733]
["SC","AD","200A400",8,"SCAD200A4008",14.972762745525007,7.44590342424328]

{"sheet":"Cartilla-Espesores","index":34,"n_rows":53,"n_cols":24,"rows_kept":53,"cut":false,"hidden":true,"merged":[[24,2,24,5],[24,8,24,11],[35,2,35,5],[35,8,35,11],[46,2,46,5],[46,8,46,11],[4,2,4,5],[4,8,4,11],[4,14,4,17],[4,20,4,23],[14,2,14,5],[14,8,14,11]]}
[]
[]
[null,"Base granular y doble riego",null,null,null,null,null,"Base Suelo-Cemento y doble riego",null,null,null,null,null,"Base granular y adoquines ",null,null,null,null,null,"Base granular y adoquines "]
[null,"Espesor de base granular ",null,null,null,null,null,"Espesor de base de suelo cemento",null,null,null,null,null,"Espesor de base granular ",null,null,null,null,null,"Espesor de base de suelo cemento"]
[null,null,"CBR",null,null,null,null,null,"CBR",null,null,null,null,null,"CBR",null,null,null,null,null,"CBR"]
[null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8]
[null,"hasta 25000",42.480105350354521,31.951757996574869,27.018319658348943,23.972762745525007,null,"hasta 25000",27.612068477730439,20.768642697773664,17.561907777926812,15.582295784591254,null,"hasta 25000",19.480105350354521,15,15,15,null,"hasta 25000",15,15,15,15]
[null,"25.001-50.000",47.042866864799016,35.409684604814665,29.958535870025525,26.593381068468091,null,"25.001-50.000",30.57786346211936,23.016294993129534,19.473048315516593,17.285697694504261,null,"25.001-50.000",24.042866864799016,15,15,15,null,"25.001-50.000",15.627863462119361,15,15,15]
[null,"50.001-100.000",51.605628379243512,38.867611213054467,32.898752081702114,29.213999391411178,null,"50.001-100.000",33.543658446508282,25.263947288485404,21.384188853106373,18.989099604417266,null,"50.001-100.000",28.605628379243512,15.867611213054467,15,15,null,"50.001-100.000",18.593658446508282,15,15,15]
[null,"100.001-200.000",56.168389893688008,42.325537821294262,35.838968293378699,31.834617714354266,null,"100.001-200.000",36.50945343089721,27.511599583841271,23.295329390696153,20.692501514330274,null,"100.001-200.000",33.168389893688008,19.325537821294262,15,15,null,"100.001-200.000",21.559453430897207,15,15,15]
[null,"200.001-400.000",60.731151408132504,45.783464429534064,38.779184505055284,34.455236037297354,null,"200.001-400.000",39.475248415286131,29.759251879197141,25.206469928285934,22.395903424243279,null,"200.001-400.000",37.731151408132504,22.783464429534064,15.779184505055284,15,null,"200.001-400.000",24.525248415286129,15,15,15]
[]
[null,"Base granular y concreto asfaltico de 5 cm de espesor",null,null,null,null,null,"Base granular y concreto asfaltico de 5 cm de espesor"]
[null,"Espesor de base granular ",null,null,null,null,null,"Espesor de base de suelo cemento"]
[null,null,"CBR",null,null,null,null,null,"CBR"]
[null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8]
[null,"hasta 25000",33.480105350354521,22.951757996574869,18.018319658348943,14.972762745525007,null,"hasta 25000",21.762068477730438,15,15,15]
[null,"25.001-50.000",38.042866864799016,26.409684604814665,20.958535870025525,17.593381068468091,null,"25.001-50.000",24.727863462119362,17.166294993129533,15,15]
[null,"50.001-100.000",42.605628379243512,29.867611213054467,23.898752081702114,20.213999391411178,null,"50.001-100.000",27.693658446508284,19.413947288485403,15.534188853106373,15]
[null,"100.001-200.000",47.168389893688008,33.325537821294262,26.838968293378699,22.834617714354266,null,"100.001-200.000",30.659453430897205,21.661599583841269,17.445329390696156,15]
[null,"200.001-400.000",51.731151408132504,36.783464429534064,29.779184505055284,25.455236037297354,null,"200.001-400.000",33.62524841528613,23.909251879197143,19.356469928285936,16.545903424243281]
[]
[null,"Base granular y concreto asfaltico de 7,5 cm de espesor",null,null,null,null,null,"Base granular y concreto asfaltico de 7,5 cm de espesor"]
[null,"Espesor de base granular ",null,null,null,null,null,"Espesor de base de suelo cemento"]
[null,null,"CBR",null,null,null,null,null,"CBR"]
[null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8]
[null,"hasta 25000",28.480105350354521,17.951757996574869,15,15,null,"hasta 25000",18.512068477730438,15,8.4619077779268128,15]
[null,"25.001-50.000",33.042866864799016,21.409684604814665,15.958535870025525,15,null,"25.001-50.000",21.477863462119362,15,10.373048315516591,15]
[null,"50.001-100.000",37.605628379243512,24.867611213054467,18.898752081702114,15.213999391411178,null,"50.001-100.000",24.443658446508284,16.163947288485403,15,15]
[null,"100.001-200.000",42.168389893688008,28.325537821294262,21.838968293378699,17.834617714354266,null,"100.001-200.000",27.409453430897205,18.411599583841269,15,15]
[null,"200.001-400.000",46.731151408132504,31.783464429534064,24.779184505055284,20.455236037297354,null,"200.001-400.000",30.37524841528613,20.659251879197143,16.106469928285936,15]
[]
[]
[null,"Base granular de 15 cm de espesor  y losa de concreto",null,null,null,null,null,"Base granular de 15 cm de espesor  y losa de concreto"]
[null,"Espesor de losa Mr 38",null,null,null,null,null,"Espesor de losa Mr 40"]
[null,null,"CBR",null,null,null,null,null,"CBR"]
[null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8]
[null,"hasta 25000",15,15,15,15,null,"hasta 25000",15,15,15,15]
[null,"25.001-50.000",15,15,15,15,null,"25.001-50.000",15,15,15,15]
[null,"50.001-100.000",15,15,15,15,null,"50.001-100.000",15,15,15,15]
[null,"100.001-200.000",15,15,15,15,null,"100.001-200.000",15,15,15,15]
[null,"200.001-400.000",15,15,15,15,null,"200.001-400.000",15,15,15,15]
[]
[]
[null,"Base de suelo cemento de 15 cm de espesor  y losa de concreto",null,null,null,null,null,"Base de suelo cemento de 15 cm de espesor  y losa de concreto"]
[null,"Espesor de losa Mr 38",null,null,null,null,null,"Espesor de losa Mr 40"]
[null,null,"CBR",null,null,null,null,null,"CBR"]
[null,"Transito (EE)",2,4,6,8,null,"Transito (EE)",2,4,6,8]
[null,"hasta 25000",8.7013825219807437,8.493027278283888,8.397435871097958,8.3147234191033732,null,"hasta 25000",7.9769665059900738,7.8631258815873455,7.7903514884266141,7.6864276354752299]
[null,"25.001-50.000",9.7718217540413654,9.540476835774589,9.4343379842148423,9.3424991367406118,null,"25.001-50.000",8.9674745197843801,8.8410728536654997,8.7602686188453802,8.6448779291731466]
[null,"50.001-100.000",10.067274032520567,11.013699060877666,8.7602686188453802,10.483678428293775,null,"50.001-100.000",10.067274032520567,9.9269253539934112,9.8372052741509837,9.7090825103687131]
[null,"100.001-200.000",12.280065498951515,11.994851378482087,11.863997848514595,11.750774111838073,null,"100.001-200.000",11.288424140717412,11.132589552700249,11.032969863894941,10.890710183795658]
[null,"200.001-400.000",13.745372436617757,13.428688122761313,13.28339636692102,13.157679655200532,null,"200.001-400.000",12.644314527538182,12.471285332840207,12.360673723765673,12.20271727649185]

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[4,null,null,null,null,null,50000,"8-10"]
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[null,null,null,null,null,null,null,null,null,null,null,null,1]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M9+1","v":2}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 1: ",null,"Realizar obras preliminares"]
[]
[null,"Ítem","1.1","Localización y replanteo"]
[null,null,null,"Unidad",null,null,"m²"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Alambre negro No. 18","kg",0.01,2504,{"$f":"+ROUND(E13*F13,0)","v":25}]
[null,2,"Durmiente ordinario 4*4cm","m",0.5,2600,{"$f":"+ROUND(E14*F14,0)","v":1300}]
[null,3,"Puntilla de 1\"","lb",0.01,2350,{"$f":"+ROUND(E15*F15,0)","v":24}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G15)","v":1349}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},{"$f":"+G12","v":"VALOR TOTAL"}]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E19","v":216.9},{"$f":"+ROUND(F19,0)","v":217}]
[null,2,null,null,null,null,{"$f":"+ROUND(E20*F20,0)","v":0}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G19+G20","v":217}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,null,{"$f":"+ROUND(E24*F24*D24,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G24)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D18","v":"UNIDAD"},"CANTIDAD","VALOR HORA",{"$f":"+G18","v":"VALOR TOTAL"}]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",1.6555E-2,{"$f":"+PALETERO","v":131000},{"$f":"+ROUND(E28*F28,0)","v":2169}]
[null,2,null,null,null,null,{"$f":"+ROUND(E29*F29,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"ROUND(G28+G29,0)","v":2169}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G16+G21+G30+G25,0)","v":3735}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 1: ",null,"Realizar obras preliminares"]
[]
[null,"Ítem","2.1","Excavación mecánica en material común a nivel de subrasante  (incluye retiro de sobrantes, transporte hasta escombrera y derecho de botadero)"]
[null,null,null,"Unidad",null,null,"m³"]
[]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VR. UNITARIO","VALOR TOTAL"]
[null,1,"No aplica",null,null,null,{"$f":"+ROUND(E14*F14,0)","v":0}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G14:G14)","v":0}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,"UNIDAD","RENDIMIENTO","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G30*E18","v":1965},{"$f":"+ROUND(F18,0)","v":1965}]
[null,2,"Retroexcavadora de llantas","h",0.06,{"$f":"+MOTONIVELADORA","v":81000},{"$f":"+ROUND(E19*F19,0)","v":4860}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"SUM(G18:G19)","v":6825}]
[]
[null,"TRANSPORTE",null,"UNIDAD  (m³)","DISTANCIA (km)","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"Volqueta  6 m³ (cargue mecánico) botadero hasta 20 km",1.1000000000000001,1,20350,{"$f":"+ROUND(F23*E23*D23,0)","v":22385}]
[null,2,"Volqueta  6 m³ (cargue mecánico)botadero adicional mayor 20 km",1.1000000000000001,null,1017.5,{"$f":"+ROUND(F24*E24*D24,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G23+G24)","v":22385}]
[]
[null,"MANO DE OBRA",null,"UNIDAD","RENDIMIENTO","VALOR / HORA","VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.15,{"$f":"+PALETERO","v":131000},{"$f":"+ROUND(E28*F28,0)","v":19650}]
[null,2,null,null,null,null,{"$f":"+ROUND(E29*F29,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"ROUND(SUM(G28:G29),0)","v":19650}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"+ROUND(G30+G20+G25+G15,0)","v":48860}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 1: ",null,"Realizar obras preliminares"]
[]
[null,"Ítem","2.2","Conformación de la subrasante"]
[null,null,null,"Unidad",null,null,"m²"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Agua ","l",10,10,{"$f":"+ROUND(E13*F13,0)","v":100}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":100}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},{"$f":"+G12","v":"VALOR TOTAL"}]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E17","v":655},{"$f":"+ROUND(F17,0)","v":655}]
[null,2,"Vibro compactador 8 Ton","h",8.9786756453423128E-3,{"$f":"+VIBROCOMP","v":116000},{"$f":"+ROUND(E18*F18,0)","v":1042}]
[null,3,"Motoniveladora 120 Hp","h",8.9786756453423128E-3,{"$f":"+CARROTANQUE","v":120000},{"$f":"+ROUND(E19*F19,0)","v":1077}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"+SUM(G17:G19)","v":2774}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,null,{"$f":"+ROUND(E23*F23*D23,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G23)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD","VALOR HORA",{"$f":"+G16","v":"VALOR TOTAL"}]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.05,{"$f":"+PALETERO","v":131000},{"$f":"+ROUND(E27*F27,0)","v":6550}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G27","v":6550}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G20+G28+G24,0)","v":9424}]

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[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.3","Capa Granular Base estabilizada con cal mezclada en la vía "]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VR. UNITARIO","VALOR TOTAL"]
[null,1,"Base granular con proctor del 95% ","m³",1.3,{"$f":"+CEMENTO","v":73000},{"$f":"+ROUND(E13*F13,0)","v":94900}]
[null,2,"Agua","l",16,10,{"$f":"+ROUND(E14*F14,0)","v":160}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":95060}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,"UNIDAD","RENDIMIENTO","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G30*E18","v":2227},{"$f":"+ROUND(F18,0)","v":2227}]
[null,2,"Rodillo vibrante tanden autopropulsado anchura de trabajo 100 cm","h",0.17,{"$f":"+BENITIN","v":25500},{"$f":"+ROUND(E19*F19,0)","v":4335}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"SUM(G18:G19)","v":6562}]
[]
[null,"TRANSPORTE",null,"UNIDAD  (m³)","DISTANCIA (km)","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"Volqueta 6 m³ (cargue manual) botadero hasta 20 km",1.3,1,26465,{"$f":"+ROUND(E23*D23*F23,0)","v":34405}]
[null,2,"Volqueta  6m³ (cargue manual) botadero adicional mayor 20 km",1.3,null,1323.25,{"$f":"+ROUND(E24*D24*F24,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G23:G24)","v":34405}]
[]
[null,"MANO DE OBRA",null,"UNIDAD","RENDIMIENTO","VALOR / HORA","VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.17,{"$f":"+PALETERO","v":131000},{"$f":"+ROUND(E28*F28,0)","v":22270}]
[null,2,null,null,null,null,{"$f":"+ROUND(E29*F29,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"ROUND(SUM(G28:G29),0)","v":22270}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"+ROUND(G30+G20+G25+G15,0)","v":158297}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.4","Lechada Asfáltica con Emulsión CRL-1HM ,TIPO LA-5"]
[null,null,null,"Unidad",null,null,"m2"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,0]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":0}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E17","v":8067.6},{"$f":"+ROUND(F17,0)","v":8068}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G17","v":8068}]
[]
[null,"TRANSPORTE",null,"UNIDAD m³  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"Volqueta 6 m³ (cargue manual) botadero hasta 20 km",1.1499999999999999,1,26465,{"$f":"+F21*E21*D21","v":30434.749999999996}]
[null,2,"Volqueta  6m³ (cargue manual) botadero adicional mayor 20 km",1.1499999999999999,null,1323.25,{"$f":"+F22*E22*D22","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G21:G22)","v":30434.749999999996}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD","VALOR HORA","VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería)   1 Ay",{"$f":"+D17","v":"glb"},1.5,{"$f":"+OBRERO","v":53784},{"$f":"+ROUND(E26*F26,0)","v":80676}]
[null,null,null,null,null,null,{"$f":"+ROUND(E27*F27,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"ROUND(G26+G27,0)","v":80676}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G23+G18+G28,0)","v":119179}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.5","Concreto de 210 kg/cm² (3.000 psi) espesor 0,15 m - Placas y dentellones"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 210 kg/cm² (3.000 psi)","m³",1.05,281270,{"$f":"+ROUND(E13*F13,0)","v":295334}]
[null,2,"Mortero 1:3 para dilataciones","m",{"$f":"0.15*0.025*5.3","v":1.9875E-2},309140,{"$f":"+ROUND(E14*F14,0)","v":6144}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":301478}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD","VALOR","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,1326.8000000000002,{"$f":"+ROUND(F18,0)","v":1327}]
[null,2,"formaleta madera","m",4,2500,{"$f":"+ROUND(E19*F19,0)","v":10000}]
[null,3,"Vibrador a gasolina","h",1,3830,{"$f":"+ROUND(E20*F20,0)","v":3830}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G19+G18+G20","v":15157}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,null,{"$f":"+ROUND(E24*F24*D24,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G24)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D17","v":"UNIDAD"},"CANTIDAD",{"$f":"+'2.4'!F25","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",0.5,26536,{"$f":"+ROUND(E28*F28,0)","v":13268}]
[null,null,null,null,null,null,{"$f":"+ROUND(E29*F29,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G28+G29","v":13268}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G21+G30+G25,0)","v":329903}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.6","Concreto ciclópeo espesor 0,15 m "]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 140 kg/cm²","m³",0.6,215960,{"$f":"+ROUND(E13*F13,0)","v":129576}]
[null,2,"Rajón de piedra del municipio","m³",0.4,129000,{"$f":"+ROUND(E14*F14,0)","v":51600}]
[]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G15)","v":181176}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,2653.6000000000004,{"$f":"+ROUND(F19,0)","v":2654}]
[null,2,"formaleta madera","m",4,2500,{"$f":"+ROUND(E20*F20,0)","v":10000}]
[null,3,"Vibrador a gasolina","h",1,3830,{"$f":"+ROUND(E21*F21,0)","v":3830}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G20+G19+G21","v":16484}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,0,{"$f":"+ROUND(E25*F25*D25,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G25)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D18","v":"UNIDAD"},"CANTIDAD","VALOR HORA","VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañileria)","h",1,26536,{"$f":"+ROUND(E29*F29,0)","v":26536}]
[null,null,null,null,null,null,{"$f":"+ROUND(E30*F30,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G29+G30","v":26536}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G16+G22+G31+G26,0)","v":224196}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.7","Concreto de 210 kg/cm² (3.000 psi) para vigas y viguetas de riostras"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 210 kg/cm² ","m³",1.05,281270,{"$f":"+ROUND(E13*F13,0)","v":295334}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":295334}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,1326.8000000000002,{"$f":"+ROUND(F17,0)","v":1327}]
[null,2,"Vibrador a gasolina","h ",1,3830,{"$f":"+ROUND(E18*F18,0)","v":3830}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G18+G17","v":5157}]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,0,{"$f":"+ROUND(E21*F21*D21,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G21)","v":0}]
[]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD",{"$f":"+'2.6'!F28","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",0.5,26536,{"$f":"+E26*F26","v":13268}]
[null,null,null,null,null,null,{"$f":"+ROUND(E27*F27,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G26+G27","v":13268}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G19+G28+G22,0)","v":313759}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.8","Acero de refuerzo 4.200 kg/cm²  (60.000 psi) para placas, riostras y dentellones"]
[null,null,null,"Unidad",null,null,"kg"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Acero de 4200 kg/cm²","kg",1.05,2504,{"$f":"+ROUND(E13*F13,0)","v":2629}]
[null,2,"Alambre negro","kg",0.03,2504,{"$f":"+ROUND(E14*F14,0)","v":75}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":2704}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E18","v":95.7},{"$f":"+ROUND(F18,0)","v":96}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G18","v":96}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,0,{"$f":"+ROUND(E22*F22*D22,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G22)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D17","v":"UNIDAD"},"CANTIDAD",{"$f":"+'2.7'!F25","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.05,19135,{"$f":"+ROUND(E26*F26,0)","v":957}]
[null,null,null,null,null,null,{"$f":"+ROUND(E27*F27,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G26+G27","v":957}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G19+G28+G23,0)","v":3757}]

{"sheet":"2.9","index":45,"n_rows":30,"n_cols":7,"rows_kept":30,"cut":false,"hidden":true,"merged":[[24,1,24,6],[25,1,25,2],[28,1,28,3],[28,4,28,5],[29,4,29,5],[15,1,15,2],[19,1,19,3],[19,4,19,5],[21,1,21,2],[23,1,23,3],[23,4,23,5],[14,1,14,6],[1,1,6,2],[1,3,4,5],[1,6,6,6],[5,3,6,5],[7,1,8,2],[7,3,8,6],[9,3,9,6],[10,3,10,5],[11,1,11,2],[13,1,13,3],[13,4,13,5]]}
[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"CONSTRUIR BASE ESTABILIZADA CON CAL+LECHADA ASFÁLTICA"]
[]
[null,"Ítem","2.9","Concreto de 210 kg/cm² (3.000 psi) cuneta dimensiones 0,98 m x 0,12 m y  0,20 m de altura de sardinel"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 210 kg/cm²","m³",1.05,281270,{"$f":"+ROUND(E13*F13,0)","v":295334}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":295334}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Vibrador a gasolina","h",0.8,3830,{"$f":"+ROUND(E17*F17,0)","v":3064}]
[null,2,"Formaleta","m",5,2500,{"$f":"+ROUND(E18*F18,0)","v":12500}]
[null,3,"Herramienta menor (% mano de obra)","glb",0.1,1326.8000000000002,{"$f":"+ROUND(F19,0)","v":1327}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"+G19+G17+G18","v":16891}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,null,{"$f":"+ROUND(E23*F23*D23,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G23)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD",{"$f":"+'2.8'!F25","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",0.5,26536,{"$f":"+E27*F27","v":13268}]
[null,null,null,null,null,null,{"$f":"+ROUND(E28*F28,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G27+G28","v":13268}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G20+G29+G24,0)","v":325493}]

{"sheet":"2.10","index":46,"n_rows":29,"n_cols":7,"rows_kept":29,"cut":false,"hidden":true,"merged":[[24,1,24,2],[27,1,27,3],[27,4,27,5],[28,4,28,5],[16,1,16,2],[18,1,18,3],[18,4,18,5],[19,1,19,6],[20,1,20,2],[22,1,22,3],[22,4,22,5],[15,1,15,6],[1,1,6,2],[1,3,4,5],[1,6,6,6],[5,3,6,5],[7,1,8,2],[7,3,8,6],[9,3,9,6],[10,3,10,5],[11,1,11,2],[14,1,14,3],[14,4,14,5]]}
[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 2: ",null,"Construir Base estabilizada con cal+Lechada asfáltica"]
[]
[null,"Ítem","2.10","Bordillo prefabricado de confinamiento 0,80 m * 0,15 m * 0,35 m  (incluye suministro e instalación, mortero de 0,03 m de espesor y mortero de nivelación de 2.000  psi)"]
[null,null,null,"Unidad",null,null,"m"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Bordillo prefabricado  L=80 cm, h= 35 cm, b= 20 cm ","m",1.25,25000,{"$f":"ROUND(E13*F13,0)","v":31250}]
[null,2,"mortero 1:3","m³",0.01,309140,{"$f":"ROUND(E14*F14,0)","v":3091}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":34341}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,574.1,{"$f":"+ROUND(F18,0)","v":574}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"+G18","v":574}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,0,{"$f":"+ROUND(E22*F22*D22,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G22)","v":0}]
[]
[null,"MANO DE OBRA",null,"UNIDAD","CANTIDAD",{"$f":"+'2.9'!F26","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.3,19135,{"$f":"ROUND(F26*E26,0)","v":5741}]
[null,null,null,null,null,null,{"$f":"ROUND(F27*E27,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G26+G27","v":5741}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G19+G23+G28,0)","v":40656}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 3:",null,"Construir de las obras de drenaje con cajas de recolección"]
[]
[null,"Ítem","3.1","Excavación manual 1,50 m * 1,50 m * 2,75 m. "]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,null,"No aplica"]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":0}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E17","v":6550},{"$f":"+ROUND(F17,0)","v":6550}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G17","v":6550}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"Volqueta 6 m³ (cargue manual) botadero hasta 20 km",1.1000000000000001,1,26465,{"$f":"+ROUND(F21*E21*D21,0)","v":29112}]
[null,2,"Volqueta  6m³ (cargue manual) botadero adicional mayor 20 km",1.1000000000000001,null,1323.25,{"$f":"+ROUND(F22*E22*D22,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G21:G22)","v":29112}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD","VALOR HORA","VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.5,{"$f":"+PALETERO","v":131000},{"$f":"ROUND(F26*E26,0)","v":65500}]
[null,null,null,null,null,null,{"$f":"ROUND(F27*E27,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G26+G27","v":65500}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G23+G18+G28,0)","v":101162}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 3:",null,"Construir de las obras de drenaje con cajas de recolección"]
[]
[null,"ÍTEM","3.2","Concreto de baja resistencia 140 kg/cm² (2.000 psi) para cajas de recolección"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 140 kg/cm²","m³",0.6,{"$f":"+ARENACCTO","v":215960},{"$f":"ROUND(F13*E13,0)","v":129576}]
[null,2,"Rajón del municipio","m³",0.4,{"$f":"+AFIRMADO","v":129000},{"$f":"ROUND(F14*E14,0)","v":51600}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":181176}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Formaleta madera","m",4,{"$f":"+COMPMART","v":2500},{"$f":"ROUND(F18*E18,0)","v":10000}]
[null,2,"Vibrador a gasolina","h",0.75,{"$f":"+CORTADORA","v":3830},{"$f":"ROUND(F19*E19,0)","v":2873}]
[null,3,"Herramienta menor (% mano de obra)","glb",0.1,7960.8,{"$f":"+ROUND(F20,0)","v":7961}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G18+G20+G19","v":20834}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"No aplica",null,null,null,{"$f":"+ROUND(E24*F24*D24,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,0]
[]
[null,"MANO DE OBRA",null,{"$f":"+D17","v":"UNIDAD"},"CANTIDAD",{"$f":"+'3.4'!F26","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",3,{"$f":"+INSUMOS!D66","v":184776},{"$f":"ROUND(F28*E28,0)","v":554328}]
[null,null,null,null,null,null,{"$f":"ROUND(F29*E29,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G28+G29","v":554328}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G21+G30+G25,0)","v":756338}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 3:",null,"Construir de las obras de drenaje con cajas de recolección"]
[]
[null,"ÍTEM","3.3","Concreto para caja"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 210 kg/cm² (3.000 psi)","m³",1.05,281270,{"$f":"ROUND(F13*E13,0)","v":295334}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":295334}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,10614.400000000001,{"$f":"+ROUND(F17,0)","v":10614}]
[null,2,"Vibrador a gasolina","h",0.8,3830,{"$f":"ROUND(F18*E18,0)","v":3064}]
[null,3,"Formaleta","m",6,2500,{"$f":"F19*E19","v":15000}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G17+G19+G18","v":28678}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,{"$f":"+ROUND(E23*F23*D23,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G23)","v":0}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD",{"$f":"+'3.1'!F25","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",4,26536,{"$f":"ROUND(F27*E27,0)","v":106144}]
[null,null,null,null,null,null,{"$f":"ROUND(F28*E28,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G27","v":106144}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G20+G29,0)","v":430156}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 3:",null,"CONSTRUIR DE LAS OBRAS DE DRENAJE CON CAJAS DE RECOLECCIÓN"]
[]
[null,"ÍTEM","3.4","Acero figurado de refuerzo de 4200 kg/cm² (60.000 psi ) para caja"]
[null,null,null,"Unidad",null,null,"kg"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Acero de 4200 kg/cm²","kg",1.05,2504,{"$f":"ROUND(F13*E13,0)","v":2629}]
[null,2,"Alambre negro","kg",0.03,2504,{"$f":"ROUND(F14*E14,0)","v":75}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":2704}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G29*E18","v":95.7},{"$f":"+ROUND(F18,0)","v":96}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G18","v":96}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,{"$f":"+ROUND(E22*F22*D22,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G22)","v":0}]
[]
[]
[null,"MANO DE OBRA",null,{"$f":"+D17","v":"UNIDAD"},"CANTIDAD",{"$f":"+'2.7'!F25","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.05,19135,{"$f":"ROUND(F27*E27,0)","v":957}]
[null,null,null,null,null,null,{"$f":"ROUND(F28*E28,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G27+G28","v":957}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G19+G29,0)","v":3757}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 4:",null,"Construir las obras de drenaje con la tubería y cabezales"]
[]
[null,"ÍTEM","4.1","Excavación manual 4,5 m * 2,1 m * 1,6 m para cabezales"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,null,"No aplica"]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":0}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E17","v":956.80000000000007},{"$f":"+ROUND(F17,0)","v":957}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G17","v":957}]
[]
[null,"TRANSPORTE",null,"UNIDAD m³  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,1,"Volqueta 6 m³ (cargue manual) botadero hasta 20 km",1.1000000000000001,1,26465,{"$f":"+ROUND(E21*F21*D21,0)","v":29112}]
[null,2,"Volqueta  6m³ (cargue manual) botadero adicional mayor 20 km",1.1000000000000001,null,1323.25,{"$f":"+ROUND(E22*F22*D22,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G21:G22)","v":29112}]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},{"$f":"+E16","v":"CANTIDAD"},{"$f":"+'2.3'!F26","v":0},"VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.5,19135,{"$f":"ROUND(F26*E26,0)","v":9568}]
[null,null,null,null,null,null,{"$f":"ROUND(F27*E27,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G26+G27","v":9568}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G23+G18+G28,0)","v":39637}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 4:",null,"Construir las obras de drenaje con la tubería y cabezales"]
[]
[null,"Ítem","4.2","Concreto resistencia 140 kg/cm² (1.500 psi) para solados en muros y cabezales"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 105 kg/cm²","m³",0.6,175840,{"$f":"ROUND(F13*E13,0)","v":105504}]
[null,2,"Rajón del municipio","m³",0.4,129000,{"$f":"ROUND(F14*E14,0)","v":51600}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":157104}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"formaleta madera","m",6,2500,{"$f":"ROUND(F18*E18,0)","v":15000}]
[null,2,"Vibrador a gasolina","h",0.8,3830,{"$f":"ROUND(F19*E19,0)","v":3064}]
[null,3,"Herramienta menor (% mano de obra)","glb",0.1,2653.6000000000004,{"$f":"+ROUND(F20,0)","v":2654}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G18+G20+G19","v":20718}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,{"$f":"+ROUND(E24*F24*D24,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,0]
[]
[null,"MANO DE OBRA",null,{"$f":"+D17","v":"UNIDAD"},{"$f":"+E17","v":"CANTIDAD"},{"$f":"+'3.2'!F27","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",1,26536,{"$f":"ROUND(F28*E28,0)","v":26536}]
[null,null,null,null,null,null,{"$f":"ROUND(F29*E29,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G28+G29","v":26536}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G21+G30+G25,0)","v":204358}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 3:",null,"Construir de las obras de drenaje con cajas de recolección"]
[]
[null,"Ítem","4.3","Concreto para estructura muros cabezales resistencia de 210 kg/cm² (3.000 psi)"]
[null,null,null,"Unidad",null,null,"m³"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Concreto de 210 kg/cm²","m³",1.05,281270,{"$f":"ROUND(F13*E13,0)","v":295334}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G13)","v":295334}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"formaleta madera","m²",6,2500,{"$f":"ROUND(F17*E17,0)","v":15000}]
[null,2,"Vibrador a gasolina","día",0.8,3830,{"$f":"ROUND(F18*E18,0)","v":3064}]
[null,3,"Herramienta menor (% mano de obra)","glb",0.1,10614.400000000001,{"$f":"+ROUND(F19,0)","v":10614}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G17+G19+G18","v":28678}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,{"$f":"+ROUND(E23*F23*D23,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,0]
[]
[null,"MANO DE OBRA",null,{"$f":"+D16","v":"UNIDAD"},"CANTIDAD",{"$f":"+'3.2'!F27","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA 1Of+2Ay (Albañilería)","h",4,26536,{"$f":"ROUND(F27*E27,0)","v":106144}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G27","v":106144}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G14+G20+G28,0)","v":430156}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 4:",null,"Construir las obras de drenaje con la tubería y cabezales"]
[]
[null,"Ítem","4.4","Acero figurado de refuerzo de 4.200 kg/cm²  (60.000 psi) para cabezal"]
[null,null,null,"Unidad",null,null,"kg"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Acero de 4200 kg/cm²","kg",1.05,2504,{"$f":"ROUND(F13*E13,0)","v":2629}]
[null,2,"Alambre negro","kg",0.03,2504,{"$f":"ROUND(F14*E14,0)","v":75}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"SUM(G13:G14)","v":2704}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,{"$f":"+D12","v":"UNIDAD"},"CANTIDAD",{"$f":"+F12","v":"VALOR UNITARIO"},"VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G29*E18","v":95.7},{"$f":"+ROUND(F18,0)","v":96}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"G18","v":96}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,{"$f":"+ROUND(E22*F22*D22,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,{"$f":"SUM(G22)","v":0}]
[]
[]
[null,"MANO DE OBRA",null,{"$f":"+D17","v":"UNIDAD"},"CANTIDAD",{"$f":"+'2.7'!F25","v":"VALOR HORA"},"VALOR TOTAL"]
[null,1,"Cuadrilla AA (Albañilería) 1Of y 1 Ay","h",0.05,19135,{"$f":"ROUND(F27*E27,0)","v":957}]
[null,null,null,null,null,null,{"$f":"ROUND(F28*E28,0)","v":0}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"G27+G28","v":957}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"ROUND(G15+G19+G29,0)","v":3757}]

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[]
[null,null,null,"PROYECTO TIPO Base estabilizada con cal+Lechada asfáltica 1 km"]
[]
[]
[]
[null,null,null,"ANÁLISIS DE PRECIO UNITARIO"]
[]
[null,"CAPÍTULO 4:",null,"Construir las obras de drenaje con la tubería y cabezales"]
[]
[null,"Ítem","4.5","Tubería de diámetro (36\" = 0,9 m) una por cada 100 m para alcantarillas"]
[null,null,null,"Unidad",null,null,"m"]
[null,"MATERIALES",null,"UNIDAD","CANTIDAD","VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Soldadura PVC wet bonding 1/8 galón","un",0.3,39407,{"$f":"ROUND(F13*E13,0)","v":11822}]
[null,2,"Limpiador PVC x 1/4 de galón",{"$f":"+D13","v":"un"},6.6312299352665601E-3,19001,{"$f":"ROUND(F14*E14,0)","v":126}]
[null,3,"Tubería PVC Alcantarillado 36\"","m",1.04,980000,{"$f":"ROUND(F15*E15,0)","v":1019200}]
[null,null,null,null,"SUBTOTAL MATERIALES",null,{"$f":"+SUM(G13:G15)","v":1031148}]
[]
[null,"EQUIPOS Y HERRAMIENTAS",null,"UNIDAD",{"$f":"+E12","v":"CANTIDAD"},"VALOR UNITARIO","VALOR TOTAL"]
[null,1,"Herramienta menor (% mano de obra)","glb",0.1,{"$f":"+G28*E19","v":841.90000000000009},{"$f":"+ROUND(F19,0)","v":842}]
[null,null,null,null,"SUBTOTAL EQUIPOS",null,{"$f":"+G19","v":842}]
[]
[null,"TRANSPORTE",null,"UNIDAD  ","DISTANCIA km","VR. UN. ($/ m³*km)","VALOR TOTAL"]
[null,null,"No aplica",null,null,null,{"$f":"+ROUND(E23*F23*D23,0)","v":0}]
[null,null,null,null,"SUBTOTAL TRANSPORTE",null,0]
[]
[null,"MANO DE OBRA",null,{"$f":"+D22","v":"UNIDAD  "},{"$f":"+E18","v":"CANTIDAD"},{"$f":"+'4.1'!F25","v":0},"VALOR TOTAL"]
[null,1,"Cuadrilla BB (Instalaciones) 1 Of y 1 Ay","h",0.4,21048,{"$f":"ROUND(F27*E27,0)","v":8419}]
[null,null,null,null,"SUBTOTAL MANO DE OBRA",null,{"$f":"+G27","v":8419}]
[null,null,null,null,"COSTO DIRECTO",null,{"$f":"G16+G20+G28+G24","v":1040409}]

{"sheet":"221.1","index":56,"n_rows":63,"n_cols":14,"rows_kept":63,"cut":false,"hidden":true,"merged":[[23,11,23,12],[13,1,13,13],[14,2,14,8],[14,11,14,12],[19,1,19,7],[19,8,19,9],[19,11,19,12],[20,1,20,7],[21,1,21,7],[22,1,22,7],[23,1,23,7],[23,8,23,9],[42,11,42,12],[24,1,24,7],[25,1,25,3],[26,1,26,7],[26,8,26,9],[26,11,26,12],[27,1,27,12],[31,1,31,8],[31,11,31,12],[37,1,37,8],[37,11,37,12],[38,1,38,12],[60,1,60,12],[62,1,62,12],[43,11,43,12],[48,11,48,12],[49,1,49,12],[53,1,53,7],[53,11,53,12],[59,1,59,7],[59,11,59,12]]}
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","221.1","PEDRAPLÉN COMPACTO",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010052","Buldozer, Potencia al volante de 140 HP, motor de 2200 RPM, longitud de hoja 4,80m. ",null,null,null,null,null,null,null,null,{"$f":"+BULLDOZER","v":120000},null,40,{"$f":"K21/M21","v":3000}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,{"$f":"+VIBROCOMP","v":116000},null,40,{"$f":"K22/M22","v":2900}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N21:N27)","v":5900}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
[null,"Material para Pedraplen",null,null,null,null,null,null,null,"m3",1.25,{"$f":"+PEDRAPLEN","v":45000},null,{"$f":"+L33*K33","v":56250}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N33:N38)","v":56250}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
[null,"Materal para Pedraplen",null,null,null,null,null,"m3",1.25,{"$f":"+TTEPEDRAPLEN","v":20},{"$f":"+J44*I44","v":25},{"$f":"+COSTOTTEGRANULAR","v":700},null,{"$f":"+L44*K44","v":17500}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N44:N49)","v":17500}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"+OFICIAL","v":77216},{"$f":"+FPREST","v":0},{"$f":"+J55*I55","v":0},null,320,{"$f":"K55/M55","v":0}]
["A0030010","Obrero",null,null,null,null,null,null,{"$f":"+OBRERO","v":53784},{"$f":"+FPREST","v":0},{"$f":"+J56*I56","v":0},null,320,{"$f":"K56/M56","v":0}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N55:N60)","v":0}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N28+N39+N50+N61","v":79650}]

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[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","223.3.1","RELLENO SELECCIONADO PARA TERRAPLENES REFORZADOS CON GEOSINTETICOS",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010052","Buldozer, Potencia al volante de 140 HP, motor de 2200 RPM, longitud de hoja 4,80m. ",null,null,null,null,null,null,null,null,{"$f":"+BULLDOZER","v":120000},null,45,{"$f":"K20/M20","v":2666.6666666666665}]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,{"$f":"+CARROTANQUE","v":120000},null,45,{"$f":"K21/M21","v":2666.6666666666665}]
["C0010610","Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,null,null,null,null,null,null,null,{"$f":"+MOTONIVELADORA","v":81000},null,45,{"$f":"K22/M22","v":1800}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,{"$f":"+VIBROCOMP","v":116000},45,null,{"$f":"K23/L23","v":2577.7777777777778}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,0.02,null,{"$f":"N60*L26","v":0}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N20:N26)","v":9711.1111111111113}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0014410","Material seleccionado para Relleno\n",null,null,null,null,null,null,null,"m3",1.25,null,{"$f":"+AFIRMADO","v":129000},{"$f":"K32*M32","v":161250}]
[null,null,null,null,null,null,null,null,null,null," "]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N32:N37)","v":161250}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010062","Transporte de material seleccionado para relleno",null,null,null,null,null,"m3/km",1.25,{"$f":"+TTEAFIRMADO","v":15},{"$f":"I43*J43","v":18.75},{"$f":"+COSTOTTEGRANULAR","v":700},null,{"$f":"K43*L43","v":13125}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N43:N48)","v":13125}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"+OBRERO","v":53784},{"$f":"+FPREST","v":0},{"$f":"+I54*J54*2","v":0},null,360,{"$f":"K54/M54","v":0}]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"+OFICIAL","v":77216},{"$f":"+FPREST","v":0},{"$f":"+J55*I55","v":0},null,360,{"$f":"K55/M55","v":0}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N54:N59)","v":0}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N27+N38+N49+N60","v":184086.11111111112}]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","230.1","MEJORAMIENTO DE LA SUBRASANTE CON ADICION DE MATERIALES",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,63539.3,null,45,{"$f":"K36/M36","v":1411.9844444444445}]
["C0010610","Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,null,null,null,null,null,null,null,174000,null,45,{"$f":"K37/M37","v":3866.6666666666665}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,78488.784028555441,null,45,{"$f":"K38/M38","v":1744.1952006345653}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.02,{"$f":"N76*M41","v":4.9497170508597996}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":7027.7960287965361}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0014270","Material de afirmado",null,null,null,null,null,null,null,"m3",1.25,null,13780.088990671004,{"$f":"K48*M48","v":17225.111238338755}]
["B0063200","Agua",null,null,null,null,null,null,null,"lt",25,null,46.255122518248598,{"$f":"K49*M49","v":1156.378062956215}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":18381.489301294969}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010010","Transporte de material de afirmado",null,null,null,null,null,"m3k",1.25,1,{"$f":"I59*J59","v":1.25},1250,null,{"$f":"K59*L59","v":1562.5}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N59+N60+N61+N62+N63","v":1562.5}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K70/J70*100","v":20514.183918275525},185,37951.240248809721,null,360,{"$f":"K70/M70","v":105.42011180224922}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"K71/J71*100","v":27645.225225225226},185,51143.666666666664,null,360,{"$f":"K71/M71","v":142.06574074074072}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":247.48585254298996}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":27219.271182634497}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":5443.8542365268995}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":1360.9635591317249}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":1360.9635591317249}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":8165.7813547903488}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":35385.052537424846}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,"MINISTERIO DE TRANSPORTE",null,null,null,null,null,null,null,"CÓDIGO","MSE--FR-14"]
[null,"INSTITUTO NACIONAL DE VIAS"]
[null,"SECRETARÍA GENERAL TÉCNICA",null,null,null,null,null,null,null,"VERSIÓN",2]
[null,"PROCESO SUPERVISION, EJECUCION Y SEGUIMIENTO A PROYECTOS"]
[null,null,null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[null,"ANALISIS DE PRECIOS UNITARIOS "]
[]
[null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
["UNIDAD EJECUTORA: ",null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
[]
[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["231.1","Geotextil para separación de suelos de subrasante y capas granulares",null,null,null,null,null,null,null,null,"m2"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["HERRAMIENTA MENOR (5%MO)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.05*M67","v":0}]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M40)","v":0}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["GEOTEXTIL",null,null,null,null,null,null,null,"M2",1.1000000000000001,{"$f":"+GEOTEXTIL","v":2500},null,{"$f":"+J46*K46","v":2750}]
[]
[]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M46:M50)","v":2750}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
[null,null,null,null,null,null,null,null,null,null,null,null,0]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,0]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBRERO (2)",null,null,null,null,null,2,{"$f":"+OBRERO","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H63*I63*G63","v":0},300,null,{"$f":"+J63/K63","v":0}]
["OFICIAL (1)",null,null,null,null,null,1,{"$f":"+OFICIAL","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H64*I64*G64","v":0},300,null,{"$f":"+J64/K64","v":0}]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M63:M66)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M67+M58+M51+M41","v":2750}]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
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[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","236.1","SUBRASANTE ESTABILIZADA CON CAL(INCLUYE SUMINISTRO DE CAL)",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,63539.3,null,35,{"$f":"K36/M36","v":1815.4085714285716}]
["C0010610","Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,null,null,null,null,null,null,null,174000,null,35,{"$f":"K37/M37","v":4971.4285714285716}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,78488.784028555441,null,35,{"$f":"K38/M38","v":2242.5366865301553}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.02,{"$f":"N76*M41","v":9.3571428571428577}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":9038.7309722444406}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0013450","Cal",null,null,null,null,null,null,null,"kg",80,null,966.90000000000009,{"$f":"K48*M48","v":77352}]
["B0063200","Agua",null,null,null,null,null,null,null,"lt",25,null,46.255122518248598,{"$f":"K49*M49","v":1156.378062956215}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":78508.37806295621}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
[]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $"]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K70/J70*100","v":41738.37837837838},185,{"$f":"+RASTRILLERO","v":77216},null,280,{"$f":"K70/M70","v":275.77142857142854}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"K71/J71*100","v":29072.43243243243},185,{"$f":"+CADENEROS","v":53784},null,280,{"$f":"K71/M71","v":192.08571428571429}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":467.85714285714283}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":88014.966178057788}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":17602.993235611557}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":4400.7483089028892}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":4400.7483089028892}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":26404.489853417337}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":114419.45603147513}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,"MINISTERIO DE TRANSPORTE",null,null,null,null,null,null,null,"CÓDIGO","MSE--FR-14"]
[null,"INSTITUTO NACIONAL DE VIAS"]
[null,"SECRETARÍA GENERAL TÉCNICA",null,null,null,null,null,null,null,"VERSIÓN",2]
[null,"PROCESO SUPERVISION, EJECUCION Y SEGUIMIENTO A PROYECTOS"]
[null,null,null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[null,"ANALISIS DE PRECIOS UNITARIOS "]
[]
[null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
["UNIDAD EJECUTORA: ",null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
[]
[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["310.10","Conformación de la calzada existente",null,null,null,null,null,null,null,null,"m2"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["MOTONIVELADORA DE 120HP",null,null,null,null,null,null,null,null,{"$f":"+MOTONIVELADORA","v":81000},600,null,{"$f":"+J37/K37","v":135}]
["COMPACTADOR VIBRATORIO DE 8 TON",null,null,null,null,null,null,null,null,{"$f":"+VIBROCOMP","v":116000},600,null,{"$f":"+J38/K38","v":193.33333333333334}]
["CARROTANQUE DE AGUA 1000 LITROS",null,null,null,null,null,null,null,null,{"$f":"+CARROTANQUE","v":120000},600,null,200]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M39)","v":528.33333333333337}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["AGUA",null,null,null,null,null,null,null,"LT",0.5,{"$f":"+AGUA","v":30},null,{"$f":"+K45*J45","v":15}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M45:M46)","v":15}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
[]
[]
["SUBTOTAL $"]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (2)",null,null,null,null,null,2,{"$f":"+OBRERO","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H59*I59*G59","v":0},4800,null,{"$f":"+J59/K59","v":0}]
[]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,15.416666666666666]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M63+M54+M47+M40","v":558.75},{"$f":"+M63+M54+M47+M40","v":558.75}]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
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[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","311.1","AFIRMADO",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,63539.3,null,45,{"$f":"K36/M36","v":1411.9844444444445}]
["C0010610","Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,null,null,null,null,null,null,null,174000,null,45,{"$f":"K37/M37","v":3866.6666666666665}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,78488.784028555441,null,45,{"$f":"K38/M38","v":1744.1952006345653}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.02,{"$f":"N75*M41","v":4.9497170508597996}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":7027.7960287965361}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0063200","Agua",null,null,null,null,null,null,null,"lt",25,null,46.255122518248598,{"$f":"K48*M48","v":1156.378062956215}]
["B0014281","Material  de afirmado de la Zona ",null,null,null,null,null,null,null,"m3",1.25,null,21785.4,{"$f":"K49*M49","v":27231.75}]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N52)","v":28388.128062956213}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010089","Transporte de Material de Afirmado de la Zona ",null,null,null,null,null,"m3km",1.25,1,{"$f":"I58*J58","v":1.25},1250,null,{"$f":"K58*L58","v":1562.5}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N58+N59+N60+N61+N62","v":1562.5}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K69/J69*100","v":20514.183918275525},185,37951.240248809721,null,360,{"$f":"K69/M69","v":105.42011180224922}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"K70/J70*100","v":27645.225225225226},185,51143.666666666664,null,360,{"$f":"K70/M70","v":142.06574074074072}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N69:N74)","v":247.48585254298996}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N53+N64+N75","v":37225.909944295738}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N77*K82","v":7445.1819888591481}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N77*K83","v":1861.295497214787}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N77*K84","v":1861.295497214787}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L82+L83+L84","v":11167.772983288722}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N77+N85","v":48393.682927584458}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,"MINISTERIO DE TRANSPORTE",null,null,null,null,null,null,null,"CÓDIGO","MSE--FR-14"]
[null,"INSTITUTO NACIONAL DE VIAS"]
[null,"SECRETARÍA GENERAL TÉCNICA",null,null,null,null,null,null,null,"VERSIÓN",2]
[null,"PROCESO SUPERVISION, EJECUCION Y SEGUIMIENTO A PROYECTOS"]
[null,null,null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[null,"ANALISIS DE PRECIOS UNITARIOS "]
[]
[null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
["UNIDAD EJECUTORA: ",null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
[]
[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["320.1","Subbase granular",null,null,null,null,null,null,null,null,"m3"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["MOTONIVELADORA DE 120HP",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F36","v":81000},40,null,{"$f":"+J37/K37","v":2025}]
["COMPACTADOR VIBRATORIO DE 8 TON",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F37","v":116000},40,null,{"$f":"+J38/K38","v":2900}]
["CARROTANQUE DE AGUA 1000 LITROS",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F38","v":120000},40,null,3000]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M39)","v":7925}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["MATERIAL DE SUBBASE",null,null,null,null,null,null,null,"M3",1.25,{"$f":"+SBG","v":29151},null,{"$f":"+K45*J45","v":36438.75}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M45:M46)","v":36438.75}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["MATERIAL DE SUBBASE",null,null,null,null,null,null,1.25,{"$f":"+TTESBG","v":50},81.25,{"$f":"+COSTOTTEGRANULAR","v":700},null,{"$f":"+H52*I52*K52","v":43750}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M52:M53)","v":43750}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (2)",null,null,null,null,null,2,{"$f":"+OBRERO","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H59*I59*G59","v":0},320,null,{"$f":"+J59/K59","v":0}]
[]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M59:M62)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M63+M54+M47+M40","v":88113.75}]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","320.3","SUBBASE GRANULAR CLASE C",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,{"$f":"+CARROTANQUEASF","v":63539.3},null,45,{"$f":"K36/M36","v":1411.9844444444445}]
["C0010610","Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,null,null,null,null,null,null,null,{"$f":"+COMPRESOR","v":174000},null,45,{"$f":"K37/M37","v":3866.6666666666665}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,{"$f":"+FINISHER","v":78488.784028555441},null,45,{"$f":"K38/M38","v":1744.1952006345653}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.01,{"$f":"N76*M41","v":0}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":7022.8463117456768}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0014361","Material de Sub Base CBR=40% ",null,null,null,null,null,null,null,"m3",1.3,null,{"$f":"+GRAVACCTO","v":26861.101827763297},{"$f":"K48*M48","v":34919.432376092285}]
["B0063200","Agua",null,null,null,null,null,null,null,"lt",24,null,46.255122518248598,{"$f":"K49*M49","v":1110.1229404379665}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":36029.555316530255}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010030","Transporte de material de subbase",null,null,null,null,null,"m3k",1.3,1,{"$f":"I59*J59","v":1.3},1250,null,{"$f":"K59*L59","v":1625}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N59+N60+N61+N62+N63","v":1625}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"+OFICIAL","v":77216},{"$f":"+FPREST*100","v":0},{"$f":"+(J70/100)*I70","v":0},null,360,{"$f":"K70/M70","v":0}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"+OBRERO","v":53784},{"$f":"+FPREST*100","v":0},{"$f":"+(J71/100)*I71","v":0},null,360,{"$f":"K71/M71","v":0}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":0}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":44677.401628275933}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":8935.4803256551877}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":2233.8700814137969}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":2233.8700814137969}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":13403.220488482782}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":58080.622116758714}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,"MINISTERIO DE TRANSPORTE",null,null,null,null,null,null,null,"CÓDIGO","MSE--FR-14"]
[null,"INSTITUTO NACIONAL DE VIAS"]
[null,"SECRETARÍA GENERAL TÉCNICA",null,null,null,null,null,null,null,"VERSIÓN",2]
[null,"PROCESO SUPERVISION, EJECUCION Y SEGUIMIENTO A PROYECTOS"]
[null,null,null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[null,"ANALISIS DE PRECIOS UNITARIOS "]
[]
[null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
["UNIDAD EJECUTORA: ",null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
[]
[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["330.1","Base granular",null,null,null,null,null,null,null,null,"m3"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["MOTONIVELADORA DE 120HP",null,null,null,null,null,null,null,null,{"$f":"+MOTONIVELADORA","v":81000},40,null,{"$f":"+J37/K37","v":2025}]
["COMPACTADOR VIBRATORIO DE 8 TON",null,null,null,null,null,null,null,null,{"$f":"+VIBROCOMP","v":116000},40,null,{"$f":"+J38/K38","v":2900}]
["CARROTANQUE DE AGUA 1000 LITROS",null,null,null,null,null,null,null,null,{"$f":"+CARROTANQUE","v":120000},40,null,3000]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M39)","v":7925}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["MATERIAL DE BASE PROCESADO EN PLANTA",null,null,null,null,null,null,null,"M3",1.25,{"$f":"+BG","v":35200},null,{"$f":"+K45*J45","v":44000}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M45:M46)","v":44000}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["MATERIAL DE BASE",null,null,null,null,null,null,1.25,{"$f":"+TTEBG","v":50},81.25,{"$f":"+COSTOTTEGRANULAR","v":700},null,{"$f":"+H52*I52*K52","v":43750}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M52:M53)","v":43750}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (2)",null,null,null,null,null,2,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+I59*H59*G59","v":0},320,null,{"$f":"+J59/K59","v":0}]
[]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M59:M62)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M63+M54+M47+M40","v":95675}]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","330.3","BASE GRANULAR CLASE C",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,63539.3,null,45,{"$f":"K36/M36","v":1411.9844444444445}]
["C0010610","Motoniveladora  potencia 215 HP, ancho de cuchilla 4,27 m, peso 18 ton.",null,null,null,null,null,null,null,null,174000,null,45,{"$f":"K37/M37","v":3866.6666666666665}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,78488.784028555441,null,45,{"$f":"K38/M38","v":1744.1952006345653}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.01,{"$f":"N76*M41","v":2.4748585254298998}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":7025.3211702711069}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0014320","Material de base (gradación 3)",null,null,null,null,null,null,null,"m3",1.3,null,32378.258279963411,{"$f":"K48*M48","v":42091.735763952434}]
["B0063200","Agua",null,null,null,null,null,null,null,"lt",24,null,46.255122518248598,{"$f":"K49*M49","v":1110.1229404379665}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":43201.858704390397}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010030","Transporte de material de subbase",null,null,null,null,null,"m3k",1.3,1,{"$f":"I59*J59","v":1.3},1250,null,{"$f":"K59*L59","v":1625}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N59+N60+N61+N62+N63","v":1625}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K70/J70*100","v":20514.183918275525},185,37951.240248809721,null,360,{"$f":"K70/M70","v":105.42011180224922}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"K71/J71*100","v":27645.225225225226},185,51143.666666666664,null,360,{"$f":"K71/M71","v":142.06574074074072}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":247.48585254298996}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":52099.66572720449}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":10419.933145440898}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":2604.9832863602246}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":2604.9832863602246}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":15629.899718161347}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":67729.565445365835}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","351.1","BASE TRATADA CON CEMENTO RESISTENCIA R-3.5 (INCLUYE SUMINISTRO DE CEMENTO)",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010150","Carrotanque de agua(1000 Galones) ",null,null,null,null,null,null,null,null,63539.3,null,45,{"$f":"K36/M36","v":1411.9844444444445}]
["C0010611","Motoniveladora, potencia 140 HP, ancho de cuchilla 3,66 m, peso 11 ton.",null,null,null,null,null,null,null,null,95000,null,45,{"$f":"K37/M37","v":2111.1111111111113}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,78488.784028555441,null,45,{"$f":"K38/M38","v":1744.1952006345653}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.01,{"$f":"N76*M41","v":2.4748585254298998}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":5269.7656147155512}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0014310","Material de base (gradación 2)",null,null,null,null,null,null,null,"m3",1.3,null,53012,{"$f":"K48*M48","v":68915.600000000006}]
["B0100001","Cemento gris\n",null,null,null,null,null,null,null,"kg",90,null,580,{"$f":"K49*M49","v":52200}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":121115.6}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010023","Transporte de Material de Base",null,null,null,null,null,"m3k",1.3,1,{"$f":"I59*J59","v":1.3},1250,null,{"$f":"K59*L59","v":1625}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N59+N60+N61+N62+N63","v":1625}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K70/J70*100","v":20514.183918275525},185,37951.240248809721,null,360,{"$f":"K70/M70","v":105.42011180224922}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"K71/J71*100","v":27645.225225225226},185,51143.666666666664,null,360,{"$f":"K71/M71","v":142.06574074074072}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":247.48585254298996}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":128257.85146725854}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":25651.57029345171}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":6412.8925733629276}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":6412.8925733629276}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":38477.355440177569}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":166735.20690743611}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","340.1","BASE ESTABILIZADA CON EMULSIÓN ASFÁLTICA TIPO BEE-38",null,null,null,null,null,null,null,null,"m3"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010160","Carrotanque Irrigador de asfalto, 1000 GALONES DE CAPACIDAD",null,null,null,null,null,null,null,null,86858.200000000012,null,30,{"$f":"K36/M36","v":2895.2733333333335}]
["C0010611","Motoniveladora, potencia 140 HP, ancho de cuchilla 3,66 m, peso 11 ton.",null,null,null,null,null,null,null,null,95000,null,30,{"$f":"K37/M37","v":3166.6666666666665}]
["C0010923","Vibrocompatador, potencia 153 HP, peso 10 Ton. ",null,null,null,null,null,null,null,null,78488.784028555441,null,30,{"$f":"K38/M38","v":2616.2928009518482}]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.01,{"$f":"N76*M41","v":3.7122877881448493}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":8681.9450887399944}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0014300","Material de base (gradación 1)",null,null,null,null,null,null,null,"m3",1.25,null,56840,{"$f":"K48*M48","v":71050}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":71050}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010023","Transporte de Material de Base",null,null,null,null,null,"m3k",1.25,1,{"$f":"I59*J59","v":1.25},1250,null,{"$f":"K59*L59","v":1562.5}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N59+N60+N61+N62+N63","v":1562.5}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K70/J70*100","v":20514.183918275525},185,37951.240248809721,null,240,{"$f":"K70/M70","v":158.13016770337384}]
["A0030020","Obrero (2)",null,null,null,null,null,null,{"$f":"K71/J71*100","v":27645.225225225226},185,51143.666666666664,null,240,{"$f":"K71/M71","v":213.0986111111111}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":371.22877881448494}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":81665.673867554491}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":16333.134773510899}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":4083.2836933777248}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":4083.2836933777248}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":24499.702160266348}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":106165.37602782084}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[]
[null,null,null,null,"ANÁLISIS DE PRECIOS UNITARIOS"]
[]
[]
["CARRETERA :  ",null,null,null,null,null,"ESPECIF GRAL: "]
["ITEM: ","341.1"," BASE ESTABILIZADA CON CEMENTO PORTLAND",null,null,null,"CUBS :"]
[null,null,null,null,null,null,"UNIDAD  :","M3"]
[null,null,null,null,null,null,"FECHA :"]
["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
[" COMPACTADOR VIBRATORIO TIPO DYNAPAC CA 15",null,null,null,{"$f":"+INSUMOS!F37","v":116000},25,{"$f":"+E11/F11","v":4640}]
[" MOTONIVELADORA CAT. 120G O EQUIVALENTE",null,null,null,{"$f":"+INSUMOS!F36","v":81000},25,{"$f":"+E12/F12","v":3240}]
[" CARROTANQUE PARA AGUA - 1000 GALONES",null,null,null,{"$f":"+INSUMOS!F38","v":120000},25,{"$f":"+E13/F13","v":4800}]
[" PULVIMIXER",null,null,null,45000,25,{"$f":"+E14/F14","v":1800}]
["HERRAMIENTA MENOR (5%MO)",null,null,null,null,null,{"$f":"+H39*0.05","v":0}]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G11:G15)","v":14480}]
["II. MATERIALES EN OBRA"]
["Descripción",null,null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["BASE GRANULAR",null,null,"M3",{"$f":"+INSUMOS!E14","v":35200},1.3,{"$f":"+F19*E19","v":45760}]
["CEMENTO GRIS",null,null,"KG",{"$f":"+INSUMOS!E8","v":73000},{"$f":"1800*(0.03)","v":54},{"$f":"+F20*E20","v":3942000}]
[" SEÑALES TEMPORALES (3% M. DE O.)",null,null,null,null,null,{"$f":"+H39*3/100","v":0}]
[]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G19:G25)","v":3987760}]
["III. TRANSPORTES"]
["Material",null,"Vol-peso ó Cant.","Distancia","M3-Km","Tarifa","Valor-Unit."]
["BASES Y SUB-BASES",null,{"$f":"+F19","v":1.3},{"$f":"+INSUMOS!F14","v":50},{"$f":"+D29*C29","v":65},{"$f":"+INSUMOS!E19","v":700},{"$f":"+F29*E29","v":45500}]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G29:G30)","v":45500}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OFICIAL",1,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+D34*C34*B34","v":0},{"$f":"+F11*8","v":200},{"$f":"+E34/F34","v":0}]
["OBREROS",4,{"$f":"+INSUMOS!D62","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+D35*C35*B35","v":0},{"$f":"+F12*8","v":200},{"$f":"+E35/F35","v":0}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G34:G38)","v":0}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H16+H26+H31+H39","v":4047740}]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","431.1.1","TRATAMIENTO SUPERFICIAL DOBLE CON EMULSIÓN CRR-2 TIPO I",null,null,null,null,null,null,null,null,"m2"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010160","Carrotanque Irrigador de asfalto, 1000 GALONES DE CAPACIDAD",null,null,null,null,null,null,null,null,{"$f":"+CARGADOR","v":86858.200000000012},null,275,{"$f":"K36/M36","v":315.84800000000007}]
["C0010230","Compactador neumático de Potencia 70 HP, peso de 13 ton",null,null,null,null,null,null,null,null,{"$f":"+REGLA","v":132000},null,{"$f":"M36","v":275},{"$f":"K37/M37","v":480}]
["C0010250","Compresor (barrido y soplado)\n",null,null,null,null,null,null,null,null,{"$f":"+BARREDORA","v":46371.600000000006},null,275,{"$f":"K38/M38","v":168.62400000000002}]
["C0010410","Esparcidor de gravilla, Ancho de esparcimiento 3100mm, Velocidad de trabajo 10—20km2/h",null,null,null,null,null,null,null,null,{"$f":"+FORMALETAMET","v":76936},null,275,{"$f":"K39/M39","v":279.76727272727271}]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.01,{"$f":"N76*M41","v":0.63744806173701396}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":1244.8767207890096}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0053112","Agregado para tratamiento superficial doble (primer riego)\n",null,null,null,null,null,null,null,"m3",2.5000000000000001E-2,null,40991.75037149401,{"$f":"K48*M48","v":1024.7937592873502}]
["B0053114","Agregado para tratamiento superficial doble (segundo riego)\n",null,null,null,null,null,null,null,"m3",1.2999999999999999E-2,null,42176.131052914963,{"$f":"K49*M49","v":548.28970368789453}]
["B020008","Emulsión CRR-2",null,null,null,null,null,null,null,"lt",4.24,null,1967.68,{"$f":"K50*M50","v":8342.9632000000001}]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N52)","v":9916.0466629752445}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010110","Transporte de agregados pétreos",null,null,null,null,null,"m3km",3.7999999999999999E-2,1,3.7999999999999999E-2,1250,null,{"$f":"K58*L58","v":47.5}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N58+N59+N60+N61+N62","v":47.5}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K69/J69*100","v":20514.183918275525},185,37951.240248809721,null,2200,{"$f":"K69/M69","v":17.250563749458966}]
["A0030040","Obrero (4)",null,null,null,null,null,null,{"$f":"K70/J70*100","v":55290.450450450451},185,102287.33333333333,null,2200,{"$f":"K70/M70","v":46.494242424242422}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N69:N75)","v":63.744806173701392}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N53+N64+N76","v":11272.168189937955}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":2254.4336379875908}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":563.60840949689771}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":563.60840949689771}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":3381.6504569813865}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":14653.818646919341}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,null,null,null,null,null,null,null,null,null,"CÓDIGO","MINFRA-MN-FR-14"]
[null,null,"INSTITUTO NACIONAL DE VIAS"]
[null,null,"PROCESO MISIONAL INFRAESTRUCTURA VIAL",null,null,null,null,null,null,null,"VERSIÓN",1]
[null,null,"DIRECCION TECNICA"]
[null,null,"ANALISIS DE PRECIOS UNITARIOS ",null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
[null,"UNIDAD EJECUTORA: ",null,null,null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
[]
[null,"CONTRATO No.",null,null,"DE"]
[null,"OBJETO DEL CONTRATO"]
[]
[]
[null,"CONTRATISTA"]
[]
[null,"INTERVENTOR"]
[]
[]
[null,"FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","433.3","Lechada Asfáltica con Emulsión CRL-1h, tipo LA- 5",null,null,null,null,null,null,null,null,"m2"]
[]
[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010110","Camión de Slurry",null,null,null,null,null,null,null,null,{"$f":"+COMPNEU","v":103891.36583140324},null,600,{"$f":"K36/M36","v":173.15227638567205}]
["C0010250","Compresor (barrido y soplado)\n",null,null,null,null,null,null,null,null,{"$f":"+BARREDORA","v":46371.600000000006},null,600,{"$f":"K37/M37","v":77.286000000000016}]
[]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.01,{"$f":"N76*M41","v":0.29216369496279804}]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N36:N42)","v":250.73044008063485}]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0053170","Agregado tipo LA 5 (lechadas)",null,null,null,null,null,null,null,"m3",9.4999999999999998E-3,null,52464.500000000007,{"$f":"K48*M48","v":498.41275000000007}]
["B020003","Emulsión CRL-1h",null,null,null,null,null,null,null,"lt",1.71,null,2074.8000000000002,{"$f":"K49*M49","v":3547.9080000000004}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N48:N53)","v":4046.3207500000003}]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010190","Transporte de agregado tipo LA-3",null,null,null,null,null,"m3km",9.4999999999999998E-3,1,{"$f":"I59*J59","v":9.4999999999999998E-3},841.85007044727604,null,{"$f":"K59*L59","v":7.9975756692491222}]
[]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N59+N60+N61+N62+N63","v":7.9975756692491222}]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0030040","Obrero (4)",null,null,null,null,null,null,{"$f":"K70/J70*100","v":55290.450450450451},185,102287.33333333333,null,4800,{"$f":"K70/M70","v":21.309861111111111}]
["A0040010","Oficial",null,null,null,null,null,null,{"$f":"K71/J71*100","v":20514.183918275525},185,37951.240248809721,null,4800,{"$f":"K71/M71","v":7.9065083851686921}]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(N70:N75)","v":29.216369496279803}]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N43+N54+N65+N76","v":4334.2651352461644}]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,{"$f":"N78*K83","v":866.85302704923288}]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K84","v":216.71325676230822}]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,{"$f":"N78*K85","v":216.71325676230822}]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"L83+L84+L85","v":1300.2795405738493}]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"N78+N86","v":5634.5446758200142}]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[]
[null,"INVIAS"]
["REPUBLICA DE COLOMBIA"]
["INSTITUTO NACIONAL DE VÍAS",null,null,null,"ANÁLISIS DE PRECIOS UNITARIOS"]
[]
[]
["CARRETERA : ",null,null,null,null,null,"ESPECIFICACIÓN:  "]
["ITEM:  CONFORMACION DE LA CALZADA EXISTENTE  ESTABILIZACIÓN CON CEMENTO         "]
[null,null,null,null,null,null,"UNIDAD","M3"]
["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
["MOTONIVELADORA",null,null,null,{"$f":"+MOTONIVELADORA","v":81000},8,{"$f":"+E12/F12","v":10125}]
["COMPACTADOR VIBRATORIO TIPO DINAPAC ",null,null,null,{"$f":"+VIBROCOMP","v":116000},8,{"$f":"+E13/F13","v":14500}]
["CARROTANQUE DE AGUA 10000 LITROS",null,null,null,{"$f":"+CARROTANQUE","v":120000},8,{"$f":"+E14/F14","v":15000}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G12:G17)","v":39625}]
["II. MATERIALES EN OBRA"]
["Descripción",null,null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["AGUA",null,null,"LT",{"$f":"+AGUA","v":30},40,{"$f":"+F21*E21","v":1200}]
["CEMENTO",null,null,"kg",{"$f":"+CEMENTO","v":73000},120,{"$f":"+F22*E22","v":8760000}]
["MATERIAL DE AFIRMADO",null,null,"m3",{"$f":"+AFIRMADO","v":129000},1.25,{"$f":"+F23*E23","v":161250}]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G21:G24)","v":8922450}]
["III. TRANSPORTES"]
["Material",null,"Vol. Peso ó Cant.","Distancia","M3-Km","Tarifa","Valor-Unit."]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G28:G30)","v":0}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS (5)",5,{"$f":"+OBRERO","v":53784},1.85,{"$f":"+D34*C34*B34","v":497502.00000000006},{"$f":"+F12*8","v":64},{"$f":"+E34/F34","v":7773.4687500000009}]
["CADENEROS (2)",2,{"$f":"+CADENEROS","v":53784},1.85,{"$f":"+D35*C35*B35","v":199000.80000000002},{"$f":"+F13*8","v":64},{"$f":"+E35/F35","v":3109.3875000000003}]
[null,null,null,null,0]
[null,null,null,null,0]
[null,null,null,null,0]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G34:G39)","v":10882.856250000001}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H18+H25+H31+H40","v":8972957.8562499993}]

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[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["450,2P","Mezcla densa en caliente Tipo MDC-2 ",null,null,null,null,null,null,null,null,"m3"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO"]
["TERMINADORA DE ASFALTO",null,null,null,null,null,null,null,null,{"$f":"+FINISHER","v":78488.784028555441},30,null,{"$f":"+J10/K10","v":2616.2928009518482}]
["COMPACTADOR VIBRATORIO (8TON)",null,null,null,null,null,null,null,null,{"$f":"+VIBROCOMP","v":116000},30,null,{"$f":"+J11/K11","v":3866.6666666666665}]
["CARRO TANQUE",null,null,null,null,null,null,null,null,{"$f":"+CARROTANQUE","v":120000},30,null,{"$f":"+J12/K12","v":4000}]
["CORTADORA DE PAVIMENTO",null,null,null,null,null,null,null,null,{"$f":"+CORTADORA","v":3830},50,null,{"$f":"+J13/K13","v":76.599999999999994}]
["COMPACTADOR NEUMATICO (8TTON)",null,null,null,null,null,null,null,null,{"$f":"+COMPNEU","v":103891.36583140324},30,null,{"$f":"+J14/K14","v":3463.0455277134411}]
["HERRAMIENTA MENOR (5%MO)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.05*M39","v":0}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M10:M15)","v":14022.604995331956}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["MATERIAL MEZCLA DENSA MDC-2",null,null,null,null,null,null,null,"M3",1.25,{"$f":"+MDC","v":350000},null,{"$f":"+J21*K21","v":437500}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M21:M22)","v":437500}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["MEZCLA DENSA MDC-2",null,null,null,null,null,null,1.25,{"$f":"+TTEASF","v":60},{"$f":"+I28*H28","v":75},{"$f":"+COSTOTTEASF","v":1300},null,{"$f":"+K28*I28*H28","v":97500}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M28:M29)","v":97500}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (8)",null,null,null,null,null,8,{"$f":"+OBRERO","v":53784},{"$f":"+FPREST","v":0},{"$f":"+H35*I35*G35","v":0},100,null,{"$f":"+J35/K35","v":0}]
["RASTRILLEROS (2)",null,null,null,null,null,2,{"$f":"+RASTRILLERO","v":77216},{"$f":"+FPREST","v":0},{"$f":"+H36*I36*G36","v":0},100,null,{"$f":"+J36/K36","v":0}]
["PALETEROS(2)",null,null,null,null,null,2,{"$f":"+PALETERO","v":131000},{"$f":"+FPREST","v":0},{"$f":"+H37*I37*G37","v":0},100,null,{"$f":"+J37/K37","v":0}]
["OFICIAL (1)",null,null,null,null,null,1,{"$f":"+OFICIAL","v":77216},{"$f":"+FPREST","v":0},{"$f":"+H38*I38*G38","v":0},100,null,{"$f":"+J38/K38","v":0}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M35:M38)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M39+M30+M23+M16","v":549022.60499533196}]

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[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
[null,"Tratamiento Superficial Doble",null,null,null,null,null,null,null,null,"m2"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"Tarifa / Hora"]
["CARRO TANQUE IRRIGADOR DE ASFLATO",null,null,null,null,null,null,null,null,{"$f":"+CARROTANQUEASF","v":63539.3},150,null,{"$f":"+J10/K10","v":423.59533333333337}]
["ESPARCIDOR DE GRAVILLA (INCLUYTE VOLQUETA)",null,null,null,null,null,null,null,null,{"$f":"+ESPARCIDORGRAV","v":200000},150,null,{"$f":"+J11/K11","v":1333.3333333333333}]
["COMPACTADOR NEUMATICO",null,null,null,null,null,null,null,null,{"$f":"+COMPNEU","v":103891.36583140324},150,null,{"$f":"+J12/K12","v":692.60910554268821}]
["COMPRESOR DE BARRIDO Y SOPLADO",null,null,null,null,null,null,null,null,{"$f":"+COMPRESOR","v":174000},150,null,{"$f":"+J13/K13","v":1160}]
["CARGADOR",null,null,null,null,null,null,null,null,{"$f":"+CARGADOR","v":86858.200000000012},150,null,{"$f":"+J14/K14","v":579.05466666666678}]
["HERRAMIENTA MENOR (5%MO)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.05*M40","v":0}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M10:M15)","v":4188.5924388760213}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["AGREGADO PETREO PRIMER RIEGO",null,null,null,null,null,null,null,"M3",1.9E-2,{"$f":"+AGRTS","v":75000},null,{"$f":"+J21*K21*1.1","v":1567.5000000000002}]
["AGREGADO PETREO SEGUNDO RIEGO",null,null,null,null,null,null,null,"M3",1.2699999999999999E-2,{"$f":"+AGRTS","v":75000},null,{"$f":"+J22*K22*1.1","v":1047.75}]
["EMULSIÓN (CRR-2)",null,null,null,null,null,null,null,"L",3,{"$f":"+EMULSION","v":2500},null,{"$f":"+J23*K23*1.1","v":8250}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M21:M23)","v":10865.25}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["AGREGADO PETREO TS",null,null,null,null,null,null,{"$f":"+J21+J22","v":3.1699999999999999E-2},{"$f":"+TTEAGRTS","v":40},{"$f":"+I29*H29","v":1.268},{"$f":"+COSTOTTEGRANULAR","v":700},null,{"$f":"+K29*I29*H29","v":887.6}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M29:M30)","v":887.6}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (8)",null,null,null,null,null,10,{"$f":"+OBRERO","v":53784},{"$f":"+FPREST","v":0},{"$f":"+H36*I36*G36","v":0},1200,null,{"$f":"+J36/K36","v":0}]
[]
[]
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["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M36:M39)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M40+M31+M24+M16","v":15941.442438876022}]

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[]
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[]
["CARRETERA : ",null,null,null,null,null,"ESPECIFICACIÓN:"]
["ITEM:  CONCRETO CLASE D"]
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["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
["MEZCLADORA DE CONCRETO (1 BULTO)",null,null,null,{"$f":"+INSUMOS!F51","v":5000},1,{"$f":"+E12/F12","v":5000}]
["HERRAMIENTA MENOR (10%MO)",null,null,null,null,null,{"$f":"+H43*0.1","v":0}]
[]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G12:G17)","v":5000}]
["II. MATERIALES EN OBRA"]
["Descripción",null,null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["AGREGADO PETREO PARA CONCRETO HIDRAULICO",null,null,"M3",{"$f":"+INSUMOS!E9","v":26861.101827763297},0.85,{"$f":"+E21*F21","v":22831.936553598804}]
["AGUA",null,null,"LT",{"$f":"+INSUMOS!E20","v":30},160,{"$f":"+E22*F22","v":4800}]
["ARENA LAVADA",null,null,"M3",{"$f":"+INSUMOS!E10","v":215960},0.65,{"$f":"+E23*F23","v":140374}]
["CEMENTO GRIS",null,null,"KG",{"$f":"+INSUMOS!E8","v":73000},375,{"$f":"+E24*F24","v":27375000}]
["DESPERDICIO (5%)",null,null,null,null,null,{"$f":"SUM(G21:G24)*0.05","v":1377150.29682768}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G21:G25)","v":28920156.233381279}]
["III. TRANSPORTES"]
["Material",null,"Vol. Peso ó Cant.","Distancia","M3-Km","Tarifa","Valor-Unit."]
["ARENA LAVADA",null,{"$f":"+F23","v":0.65},{"$f":"+INSUMOS!F10","v":30},{"$f":"+D32*C32","v":19.5},{"$f":"+INSUMOS!E19","v":700},{"$f":"+F32*E32","v":13650}]
["AGREGADO PETREO PARA CONCRETO HIDRAULICO",null,{"$f":"+F21","v":0.85},{"$f":"+INSUMOS!F9","v":30},{"$f":"+D33*C33","v":25.5},{"$f":"+INSUMOS!E19","v":700},{"$f":"+F33*E33","v":17850}]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G32:G34)","v":31500}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS (3)",3,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+D38*C38*B38","v":0},{"$f":"+F12*8","v":8},{"$f":"+E38/F38","v":0}]
["OFICIAL",1,{"$f":"+INSUMOS!D62","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+D39*C39*B39","v":0},{"$f":"+F38","v":8},{"$f":"+E39/F39","v":0}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G38:G42)","v":0}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H18+H29+H35+H43","v":28956656.233381279}]

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[]
[]
[null,null,null,null,"ANÁLISIS DE PRECIOS UNITARIOS"]
[]
[]
["CARRETERA : ",null,null,null,null,null,"ESPECIFICACIÓN:"]
["ITEM: CUNETAS DE CONCRETO CONCRETO FUNDIDA EN EL LUGAR          "]
[null,null,null,null,null,null,"UNIDAD  : M3"]
["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
["COMPACTADOR MANUAL VIBRATORIO (RANA)",null,null,null,{"$f":"+INSUMOS!F52","v":5500},1,{"$f":"E12/F12","v":5500}]
["HERRAMIENTA MENOR (10% MO)",null,null,null,null,null,{"$f":"H41*0.1","v":0}]
[]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G12:G17)","v":5500}]
["II. MATERIALES EN OBRA"]
["Descripción",null,null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["CONCRETO CLASE D",null,null,"M3",{"$f":"+'CLASE D'!H45","v":28956656.233381279},1,{"$f":"F21*E21","v":28956656.233381279}]
["FORMALETA PARA JUNTAS",null,null,"ML",{"$f":"+INSUMOS!E26","v":8700},0.3,{"$f":"F22*E22","v":2610}]
["MATERIAL SELECCIONADO PARA RELLENO",null,null,"M3",{"$f":"+INSUMOS!E27","v":11457},0.3,{"$f":"F23*E23","v":3437.1}]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G21:G25)","v":28962703.33338128}]
["III. TRANSPORTES"]
["Material",null,null,"Distancia","M3-Km","Tarifa","Valor-Unit."]
["MATERIAL SELECCIONADO PARA RELLENO",null,{"$f":"+F23","v":0.3},0,{"$f":"D29*C29","v":0},{"$f":"+INSUMOS!E19","v":700},{"$f":"F29*E29","v":0}]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G29:G31)","v":0}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS (3)",3,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"D35*C35*B35","v":0},7,{"$f":"E35/F35","v":0}]
["OFICIAL",1,{"$f":"+INSUMOS!D62","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"D36*C36*B36","v":0},7,{"$f":"E36/F36","v":0}]
[]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G35:G40)","v":0}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H18+H26+H32+H41","v":28968203.33338128}]

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[null,"MINISTERIO DE TRANSPORTE",null,null,null,null,null,null,null,"CÓDIGO","MSE--FR-14"]
[null,"INSTITUTO NACIONAL DE VIAS"]
[null,"SECRETARÍA GENERAL TÉCNICA",null,null,null,null,null,null,null,"VERSIÓN",2]
[null,"PROCESO SUPERVISION, EJECUCION Y SEGUIMIENTO A PROYECTOS"]
[null,null,null,null,null,null,null,null,null,"PÁGINA",1,"DE",1]
[]
[null,"ANALISIS DE PRECIOS UNITARIOS "]
[]
[null,null,null,null,null,null,null,null,null,"FECHA","DD","MM","AA"]
[]
["UNIDAD EJECUTORA: ",null,null,null,null,null,null,"DIRECCIÓN TERRITORIAL:"]
[]
[]
[]
[]
[]
["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
[]
[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
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["DATOS ESPECÍFICOS"]
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["500.1","Concreto MR 38 (Pavimento de Concreto Hidraulico)",null,null,null,null,null,null,null,null,"m3"]
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["I. EQUIPO"]
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["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
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[]
[]
[]
[]
[]
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["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M46)","v":12242.91}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
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[]
[]
[]
[]
["SUPERPLASTIFICANTE",null,null,null,null,null,null,null,"KG",2,{"$f":"+INSUMOS!E23","v":6960},null,13920]
[]
[]
["DESPERDICIO Y NIVELACION (3%)",null,null,null,null,null,null,null,null,null,{"$f":"0.03*SUM(M52:M62)","v":936228.30414673802},null,{"$f":"+K63","v":936228.30414673802}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M52:M63)","v":32143838.442371339}]
[]
["III. TRANSPORTES"]
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["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["TRITURADO",null,null,null,null,null,null,0.67,{"$f":"+INSUMOS!F9","v":30},{"$f":"+H69*I69","v":20.100000000000001},{"$f":"+INSUMOS!E19","v":700},null,{"$f":"+K69*J69","v":14070.000000000002}]
["ARENA",null,null,null,null,null,null,0.67,{"$f":"+INSUMOS!F10","v":30},{"$f":"+H70*I70","v":20.100000000000001},{"$f":"+INSUMOS!E19","v":700},null,{"$f":"+K70*J70","v":14070.000000000002}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M69:M71)","v":28140.000000000004}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS ",null,null,null,null,null,15,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H77*I77*G77","v":0},160,null,{"$f":"+J77/K77","v":0}]
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[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M77:M80)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M81+M72+M64+M47","v":32184221.352371339}]

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["OBJETO DEL CONTRATO"]
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[]
["CONTRATISTA :"]
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["INTERVENTOR"]
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["GESTOR TECNICO DE CONTRATO"]
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["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
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["DATOS ESPECÍFICOS"]
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["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["500.1","Pavimento de concreto Hidraulico",null,null,null,null,null,null,null,null,"m3"]
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["I. EQUIPO"]
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["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["CENTRAL DE FABRIACION DE LA MEZCLA ",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F55","v":158000},20,null,{"$f":"+J37/K37","v":7900}]
["CARGADOR",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F47","v":86858.200000000012},20,20,{"$f":"+J38/K38","v":4342.9100000000008}]
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[]
[]
[]
[]
[]
["HERRAMIENTA MENOR (10%MO)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.1*M81","v":0}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M46)","v":12242.91}]
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["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["CEMENTO",null,null,null,null,null,null,null,"KG",450,{"$f":"+INSUMOS!E8","v":73000},null,{"$f":"+K52*J52","v":32850000}]
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["ARENA",null,null,null,null,null,null,null,"M3",0.67,{"$f":"+INSUMOS!E10","v":215960},null,144693.20000000001]
["AGUA",null,null,null,null,null,null,null,"LT",200,{"$f":"+INSUMOS!E20","v":30},null,6000]
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[]
[]
[]
["SUPERPLASTIFICANTE",null,null,null,null,null,null,null,"KG",2,{"$f":"+INSUMOS!E23","v":6960},null,13920]
[]
[]
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["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M52:M63)","v":34023588.442371339}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["TRITURADO",null,null,null,null,null,null,0.67,{"$f":"+INSUMOS!F9","v":30},{"$f":"+H69*I69","v":20.100000000000001},{"$f":"+INSUMOS!E19","v":700},null,{"$f":"+K69*J69","v":14070.000000000002}]
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[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M69:M71)","v":28140.000000000004}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (3)",null,null,null,null,null,15,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H77*I77*G77","v":0},160,null,{"$f":"+J77/K77","v":0}]
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[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M77:M80)","v":0}]
[]
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["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
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[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
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["DATOS ESPECÍFICOS"]
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["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["500.1","Pavimento de concreto Hidraulico",null,null,null,null,null,null,null,null,"m3"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["CENTRAL DE FABRIACION DE LA MEZCLA ",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F55","v":158000},20,null,{"$f":"+J37/K37","v":7900}]
["CARGADOR",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F47","v":86858.200000000012},20,20,{"$f":"+J38/K38","v":4342.9100000000008}]
[]
[]
[]
[]
[]
[]
["HERRAMIENTA MENOR (10%MO)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.1*M81","v":0}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M46)","v":12242.91}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["CEMENTO",null,null,null,null,null,null,null,"KG",500,{"$f":"+INSUMOS!E8","v":73000},null,{"$f":"+K52*J52","v":36500000}]
["AGREGADOS GRUESOS",null,null,null,null,null,null,null,"M3",0.67,{"$f":"+INSUMOS!E9","v":26861.101827763297},null,{"$f":"+K53*J53","v":17996.93822460141}]
["ARENA",null,null,null,null,null,null,null,"M3",0.67,{"$f":"+INSUMOS!E10","v":215960},null,144693.20000000001]
["AGUA",null,null,null,null,null,null,null,"LT",200,{"$f":"+INSUMOS!E20","v":30},null,6000]
[]
[]
[]
[]
["SUPERPLASTIFICANTE",null,null,null,null,null,null,null,"KG",2,{"$f":"+INSUMOS!E23","v":6960},null,13920]
[]
[]
["DESPERDICIO Y NIVELACION (3%)",null,null,null,null,null,null,null,null,null,{"$f":"0.03*SUM(M52:M62)","v":1100478.304146738},null,{"$f":"+K63","v":1100478.304146738}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M52:M63)","v":37783088.442371339}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
["TRITURADO",null,null,null,null,null,null,0.67,{"$f":"+INSUMOS!F9","v":30},{"$f":"+H69*I69","v":20.100000000000001},{"$f":"+INSUMOS!E19","v":700},null,{"$f":"+K69*J69","v":14070.000000000002}]
["ARENA",null,null,null,null,null,null,0.67,{"$f":"+INSUMOS!F10","v":30},{"$f":"+H70*I70","v":20.100000000000001},{"$f":"+INSUMOS!E19","v":700},null,{"$f":"+K70*J70","v":14070.000000000002}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M69:M71)","v":28140.000000000004}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS (3)",null,null,null,null,null,15,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H77*I77*G77","v":0},160,null,{"$f":"+J77/K77","v":0}]
["OFICIALES(2)",null,null,null,null,null,5,{"$f":"+INSUMOS!D62","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H78*I78*G78","v":0},161,null,{"$f":"+J78/K78","v":0}]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M77:M80)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M81+M72+M64+M47","v":37823471.352371335}]

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[null,"MINISTERIO DE TRANSPORTE",null,null,null,null,null,null,null,"CÓDIGO","MSE--FR-14"]
[null,"INSTITUTO NACIONAL DE VIAS"]
[null,"SECRETARÍA GENERAL TÉCNICA",null,null,null,null,null,null,null,"VERSIÓN",2]
[null,"PROCESO SUPERVISION, EJECUCION Y SEGUIMIENTO A PROYECTOS"]
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[null,"ANALISIS DE PRECIOS UNITARIOS "]
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[]
[]
[]
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["CONTRATO No.",null,null,null,null,"DE"]
["OBJETO DEL CONTRATO"]
[]
[]
["CONTRATISTA :"]
[]
["INTERVENTOR"]
[]
["GESTOR TECNICO DE CONTRATO"]
[]
["FECHA CIERRE DE LICITACIÓN Y/O SELECCIÓN ABREVIADA  "]
[]
["DATOS ESPECÍFICOS"]
[]
["ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,"GRUPO DE AJUSTE","UNIDAD",null,"CANTIDAD"]
["500.1","Pavimento de concreto Hidraulico",null,null,null,null,null,null,null,null,"m3"]
[]
["I. EQUIPO"]
[]
["DESCRIPCIÓN",null,null,null,null,"MARCA",null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
[]
[]
["CORTADORA DE PAVIMENTO",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F46","v":3830},20,60,{"$f":"+J39/K39","v":191.5}]
["REGLA VIBRATORIA",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F48","v":132000},10,10,13200]
["FORMALETA METALICA",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F49","v":76936},1,1,76936]
["VIBRADOR DE CONCRETO x 2",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F50*2","v":12600},10,10,1260]
["COMPRESOR BARRIDO Y SOPLADO",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F41","v":174000},30,60,5800]
["ASPERSOR MANUAL",null,null,null,null,null,null,null,null,{"$f":"+INSUMOS!F56","v":1600},10,30,160]
["HERRAMIENTA MENOR (10%MO)",null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.1*M81","v":0}]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M37:M46)","v":97547.5}]
[]
["II. MATERIALES"]
[]
["DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
[]
[]
[]
[]
[]
[]
[]
["ANTISOL",null,null,null,null,null,null,null,"KG",1.1200000000000001,{"$f":"+INSUMOS!E22","v":3248},null,{"$f":"+K59*J59","v":3637.76}]
[]
["CORDON DE POLIPROPILENO",null,null,null,null,null,null,null,"m",4.1399999999999997,{"$f":"+INSUMOS!E24","v":580},null,2401.1999999999998]
["SELLO DE SILICONA O POLIUBRETANO",null,null,null,null,null,null,null,"LT",{"$f":"+(('Eval-Economica'!E14+3)*100*(1.2*0.7*1.1)/1000)/('Eval-Economica'!E14*0.15)","v":1.0898461538461539},{"$f":"+INSUMOS!E25","v":32176},null,35066.889846153848]
["DESPERDICIO Y NIVELACION (3%)",null,null,null,null,null,null,null,null,null,{"$f":"0.03*SUM(M52:M62)","v":1233.1754953846155},null,{"$f":"+K63","v":1233.1754953846155}]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M52:M63)","v":42339.025341538465}]
[]
["III. TRANSPORTES"]
[]
["MATERIAL",null,null,null,null,null,null,"VOL. o PESO","DISTANCIA","M3 o Ton/Km","TARIFA",null,"Vr. UNITARIO"]
[]
[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M69:M71)","v":0}]
[]
["IV. MANO DE OBRA"]
[]
["TRABAJADOR",null,null,null,null,null,"CANTIDAD","JORNAL","PRESTACIONES","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["OBREROS 25)",null,null,null,null,null,25,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+H77*I77*G77","v":0},70,null,{"$f":"+J77/K77","v":0}]
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[]
[]
["SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"SUM(M77:M80)","v":0}]
[]
["TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,{"$f":"+M81+M72+M64+M47","v":139886.52534153848}]

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[null,"INVIAS"]
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["INSTITUTO NACIONAL DE VÍAS",null,null,null,"ANÁLISIS DE PRECIOS UNITARIOS"]
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["CARRETERA : ",null,null,null,null,null,"ESPECIFICACIÓN: 630-07"]
["ITEM:  PLACA HUELLA DE CONCRETO 5 M ANCHO SECCIÓN TÍPICA TRAMOS RECTOS"]
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["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
[null,null,null,null,null,1,{"$f":"+E12/F12","v":0}]
["VIBRADOR DE CONCRETO",null,null,null,{"$f":"+INSUMOS!F50","v":6300},1.375,{"$f":"+E13/F13","v":4581.818181818182}]
["HERRAMIENTA MENOR (10%MO)",null,null,null,null,null,{"$f":"+H48*0.1","v":0}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G12:G17)","v":4581.818181818182}]
["II. MATERIALES EN OBRA"]
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["CONCRETO CLASE D PLACA",null,null,"M3",{"$f":"+CDCCTOCLASED","v":28956656.233381279},{"$f":"+(0.9*2*0.15)*1.05","v":0.28350000000000003},{"$f":"+F21*E21","v":8209212.0421635937}]
["FORMALETA MADERA PLACA",null,null,"M",1500,4,{"$f":"+F22*E22","v":6000}]
["ACERO DE REFUERZO PLACA",null,null,"KG",{"$f":"+ACEROREF","v":5000},{"$f":"+(((1/0.3)*1.7*0.249)+((0.9/0.15)*1*0.994*2))*1.05","v":14.00595},{"$f":"+F23*E23","v":70029.75}]
["CONCRETO CLASE D BERMA CUNETA",null,null,"M3",{"$f":"+CDCCTOCLASED","v":28956656.233381279},{"$f":"+(0.55*0.18+0.55*0.15)*2*1.05","v":0.38114999999999999},11036829.523353275]
["FORMALETA MADERA BERMA CUNETA",null,null,"M",1500,4,6000]
["ACERO DE REFUERZO BERMA CUNETA",null,null,"KG",{"$f":"+ACEROREF","v":5000},{"$f":"+(1/0.15*0.6*0.56+1/0.3*0.5*0.249+6*0.994)*2*1.05","v":18.099900000000002},90499.500000000015]
["CONCRETO CLASE D RIOSTRA",null,null,"M3",{"$f":"+CDCCTOCLASED","v":28956656.233381279},{"$f":"5*0.2*0.15*1.05/2.8","v":5.6250000000000001E-2},1628811.9131276971]
["FORMALETA MADERA RIOSTRA",null,null,"M",1500,{"$f":"+(0.45+0.45+0.9)*2","v":3.6},5400]
["ACERO DE REFUERZO RIOSTRA",null,null,"KG",{"$f":"+ACEROREF","v":5000},{"$f":"+(4*5*0.994+(5/0.15)*0.96*0.249)*1.05/2.8","v":10.443000000000001},52215.000000000007]
["CONCRETO CICLOPEO HUELLA",null,null,"M3",{"$f":"+CDCICLOPEO","v":9211594.213515101},{"$f":"+(0.45+0.9+0.45)*0.15*1.05","v":0.28350000000000003},2611486.9595315312]
["SUB BASE GRANULAR",null,null,"M3",{"$f":"+CDSBG","v":88113.75},{"$f":"5*0.15*1.05","v":0.78750000000000009},69389.578125000015]
[null,null,null,null,null,null,0]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G21:G28)","v":21052782.728644565}]
["III. TRANSPORTES"]
["Material",null,"Vol. Peso ó Cant.","Distancia","M3-Km","Tarifa","Valor-Unit."]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G37:G39)","v":0}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS ",18,{"$f":"+OBRERO","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+C43*B43*D43","v":0},11,{"$f":"+E43/F43","v":0}]
["OFICIAL",3,{"$f":"+OFICIAL","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+C44*B44*D44","v":0},{"$f":"+F43","v":11},{"$f":"+E44/F44","v":0}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G43:G47)","v":0}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H18+H34+H40+H48","v":21057364.546826381}]

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[null,"INVIAS"]
["REPUBLICA DE COLOMBIA"]
["INSTITUTO NACIONAL DE VÍAS",null,null,null,"ANÁLISIS DE PRECIOS UNITARIOS"]
[]
[]
["CARRETERA : ","PIEDRA COLOCADA",null,null,null,null,"ESPECIFICACIÓN: 630-07"]
["ITEM: "]
[null,null,null,null,null,null,"UNIDAD  : M3"]
["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G12:G16)","v":0}]
["II. MATERIALES EN OBRA"]
["Descripción",null,null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["PIEDRA DE RIO ",null,null,"M3",{"$f":"+INSUMOS!E15","v":60000},1,{"$f":"+E20*F20","v":60000}]
["AGUA",null,null,"LT",{"$f":"+INSUMOS!E20","v":30},185,{"$f":"+E21*F21","v":5550}]
["CONCRETO CLASE D",null,null,"M3",{"$f":"+CDCCTOCLASED","v":28956656.233381279},0.3,{"$f":"+E22*F22","v":8686996.8700143825}]
["FORMALETA MADERA",null,null,"M",200,2,{"$f":"+E23*F23","v":400}]
["DESPERDICIO (5%)",null,null,null,null,null,{"$f":"SUM(G20:G23)*0.05","v":437647.34350071917}]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G20:G24)","v":9190594.213515101}]
["III. TRANSPORTES"]
["Material",null,"Vol. Peso ó Cant.","Distancia","M3-Km","Tarifa","Valor-Unit."]
["PIEDRA DE RIO",null,1,{"$f":"+INSUMOS!F15","v":30},{"$f":"D28*C28","v":30},{"$f":"+INSUMOS!E19","v":700},{"$f":"+F28*E28","v":21000}]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G28:G30)","v":21000}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS (3)",null,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+B34*C34*D34","v":0},25,{"$f":"+E34/F34","v":0}]
["OFICIALES ",null,{"$f":"+INSUMOS!D62","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+B35*C35*D35","v":0},{"$f":"F34","v":25},{"$f":"+E35/F35","v":0}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G34:G38)","v":0}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H17+H25+H31+H39","v":9211594.213515101}]

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["CARRETERA : ",null,null,null,null,null,"ESPECIFICACIÓN:"]
["ITEM: ","Pavimentacion en adoquines"]
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["I. EQUIPO"]
["Descripción",null,null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
["SENAL PREVENTIVA",null,null,"DIA",250,4,{"$f":"+E6/F6","v":62.5}]
["COMPACTADOR MANUAL (TIPO RANA)",null,null,"$/HORA",{"$f":"+INSUMOS!F52","v":5500},10,{"$f":"+E7/F7","v":550}]
["CORTADORA EN SECO"]
["HERRAMIENTA MENOR",null,null,null,null,null,{"$f":"0.1*H34","v":0}]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G6:G10)","v":612.5}]
["II. MATERIALES EN OBRA"]
["Descripción",null,null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["ADOQUIN EN CONCRETO E=8 CM",null,null,"M2",{"$f":"+INSUMOS!E16","v":41760},1,{"$f":"+E14*F14","v":41760}]
["AGUA",null,null,"LT",{"$f":"+INSUMOS!E20","v":30},10,{"$f":"+E15*F15","v":300}]
["ARENA LAVADA",null,null,"M3",{"$f":"+INSUMOS!E10","v":215960},0.04,{"$f":"+E16*F16","v":8638.4}]
["BORDILLOS DE CONCRETO (45x15x100)",null,null,"Unidad",{"$f":"+INSUMOS!E17","v":21692},0.4,{"$f":"+E17*F17","v":8676.8000000000011}]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G14:G19)","v":59375.200000000004}]
["III. TRANSPORTES"]
["Material",null,"Vol. Peso ó Cant.","Distancia","M2-Km","Tarifa","Valor-Unit."]
["TRANSPORTE",null,1,{"$f":"+INSUMOS!F10","v":30},{"$f":"D23*C23","v":30},{"$f":"+INSUMOS!E19","v":700},{"$f":"+F23*E23","v":21000}]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G23:G25)","v":21000}]
["IV. MANO DE OBRA"]
["Trabajador","Cantidad","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS ",6,{"$f":"+INSUMOS!D61","v":53784},{"$f":"+INSUMOS!E61","v":0},{"$f":"+B29*C29*D29","v":0},80,{"$f":"+E29/F29","v":0}]
["OFICIALES ",1,{"$f":"+INSUMOS!D62","v":77216},{"$f":"+INSUMOS!E61","v":0},{"$f":"+B30*C30*D30","v":0},{"$f":"F29","v":80},{"$f":"+E30/F30","v":0}]
[]
[]
[]
[null,null,null,null,null,null,"Sub-Total",{"$f":"SUM(G29:G33)","v":0}]
[]
[null,null,null,null,"Total Costo Directo",null,null,{"$f":"H11+H20+H26+H34","v":80987.700000000012}]

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["                              ANÁLISIS DE PRECIOS UNITARIOS "]
[]
[6,"Imprimación"]
[]
["UNIDAD:","m2"]
["FECHA: ","JULIO DE 2016"]
[]
["I. EQUIPO"]
["Descripción",null,"Tipo","Tarifa/Hora","Rendimiento","Valor-Unit."]
[null,null,null,null,1,{"$f":"+D10/E10","v":0}]
[]
[]
["HERRAMIENTA MENOR (10%MO)",null,null,null,null,{"$f":"+G41*0.1","v":49.400000000000006}]
[]
[]
[]
[null,null,null,null,null,"Sub-Total",{"$f":"SUM(F10:F16)","v":49.400000000000006}]
["II. MATERIALES EN OBRA"]
["Descripción",null,"Unidad","Precio-Unit.","Cantidad","Valor-Unit."]
["EMULSIÓN CRR1",null,"GAL",6000,0.2,{"$f":"+E20*D20","v":1200}]
[]
[]
[]
[]
[null,null,null,null,null,"Sub-Total",{"$f":"SUM(F20:F24)","v":1200}]
["III. TRANSPORTES"]
["Material","Vol-peso ó Cant.","Distancia","M3-Km","Tarifa","Valor-Unit."]
[null,null,null,null,null,{"$f":"+E28*D28","v":0}]
[]
[]
[]
[null,null,null,null,null,"Sub-Total",{"$f":"SUM(F28:F31)","v":0}]
["IV. MANO DE OBRA"]
["Trabajador","Jornal","Prestaciones","Jornal Total","Rendimiento","Valor-Unit."]
["OBREROS (3)",{"$f":"26000*3","v":78000},1.9,{"$f":"+B35*C35","v":148200},300,{"$f":"+D35/E35","v":494}]
[]
[]
[]
[]
[]
[null,null,null,null,null,"Sub-Total",{"$f":"SUM(F35:F40)","v":494}]
[]
[null,null,null,"Total Costo Directo",null,null,{"$f":"ROUND((G17+G25+G32+G41),0)","v":1743}]

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[null,"DATOS ESPECÍFICOS"]
[null,"ITEM","DESCRIPCIÓN",null,null,null,null,null,null,null,null,"UNIDAD",null,"CANTIDAD"]
["Unidad","440.1","Mezcla densa en frío tipo MDF-38",null,null,null,null,null,null,null,null,"m3"]
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[null,"I. EQUIPO"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,"TIPO",null,"TARIFA/HORA","RENDIMIENTO",null,"Vr. UNITARIO"]
["C0010140","Cargador : Potencia en el volante 125 hp, Clasificación de RPM del motor 2300.",null,null,null,null,null,null,null,null,140003.09891574093,null,30,4666.7699638580316]
["C0010690","Planta trituradora",null,null,null,null,null,null,null,null,450228.90045000007,null,30,15007.630015000002]
["C0010212","Compactador tipo  POTENCIA: 105 HP, PESO: 6 ton",null,null,null,null,null,null,null,null,105246.4374,null,9,11694.0486]
["C0010230","Compactador neumático de Potencia 70 HP, peso de 13 ton",null,null,null,null,null,null,null,null,110773.97958151349,null,9,12308.219953501499]
["C0010670","Planta de asfalto en frio",null,null,null,null,null,null,null,null,212752.18775000001,null,9,23639.131972222225]
["C0010810","Retroexcavadora E-200 sobre orugas\n",null,null,null,null,null,null,null,null,146962.42222545517,null,30,4898.7474075151722]
["C0010910","Terminadora de asfalto (Finisher), potencia en el volante 174 HP, R=20M3/H, velocidad de pavimentación 114 m/min\n",null,null,null,null,null,null,null,null,179763.9375,null,9,19973.770833333332]
["C0010960","Volqueta 6 m3",null,null,null,null,null,null,null,null,79794.852599999998,null,9,8866.0947333333334]
[]
[]
[null,"HERRAMIENTA MENOR (%)",null,null,null,null,null,null,null,null,null,null,0.1,470.58375358333342]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,101524.99723234691]
[]
[null,"II. MATERIALES"]
[]
[null,"DESCRIPCIÓN",null,null,null,null,null,null,null,"UNIDAD","CANTIDAD","PRECIO UNIT.",null,"Vr. UNITARIO"]
["B0053191","Agregado Petreo para Triturar (Crudo)",null,null,null,null,null,null,null,"m3",1.4,null,16605.268666666667,23247.376133333331]
["B0063200","Agua",null,null,null,null,null,null,null,"lt",25,null,41.884999999999998,1047.125]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,24294.501133333331]
[]
[null,"III. TRANSPORTES"]
[]
[null,"MATERIAL",null,null,null,null,null,"UNIDAD","CANTIDAD      (1)","DISTANCIA (2)","(1) * (2)","TARIFA",null,"Vr. UNITARIO"]
["T0010231","Transporte de Mezcla en Frio MDF-38",null,null,null,null,null,"m3km",1.25,1,1.25,1346.3004000000001,null,1682.8755000000001]
["T0010033","Transporte de Material Crudo de Rio",null,null,null,null,null,"m3km",1.4,1,1.4,1253.9380000000001,null,1755.5132000000001]
[]
[]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,3438.3887000000004]
[]
[null,"IV. MANO DE OBRA"]
[]
[null,"TRABAJADOR",null,null,null,null,null,null,"JORNAL","PRESTACIONES (%)","JORNAL TOTAL","RENDIMIENTO",null,"Vr. UNITARIO"]
["A0030080","Obrero (8)",null,null,null,null,null,null,100354.34954954954,185,185655.54666666666,null,72,2578.5492592592591]
["A0040010","Oficial",null,null,null,null,null,null,30633.270926126137,185,56671.551213333347,null,72,787.1048779629632]
["A0070020","Rastrilleros (2)",null,null,null,null,null,null,52158.489027027033,185,96493.204700000017,null,72,1340.1833986111114]
[]
[]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,4705.8375358333342]
[]
[null,"TOTAL COSTO DIRECTO $",null,null,null,null,null,null,null,null,null,null,null,133963.72460151359]
[]
[null,"V. COSTOS INDIRECTOS"]
[]
[null,"Descripción",null,null,null,null,null,null,null,null,"Porcentaje","Valor Total"]
[null,"ADMINISTRACION",null,null,null,null,null,null,null,null,0.2,26792.744920302721]
[null,"IMPREVISTOS ",null,null,null,null,null,null,null,null,0.05,6698.1862300756802]
[null,"UTILIDAD",null,null,null,null,null,null,null,null,0.05,6698.1862300756802]
[null,"SUBTOTAL $",null,null,null,null,null,null,null,null,null,null,null,40189.117380454074]
[]
["PFinal01","Precio Unitario Total Aproximado al Peso $",null,null,null,null,null,null,null,null,null,null,null,174152.84198196768]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Contratista o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,null,null,null,null,null," "]
[null,"OBSERVACIONES INTERVENTORÍA"]
[]
[]
[]
[null,null,null,null,null,null,"Firma"]
[null,null,null,null,null,null,"Nombre:"]
[null,null,null,null,null,null,"Representante Legal del Interventor o su Apoderado"]
[null,null,null,null,null,null,"Matricula No. :"]
[null,"Original: Archivo de Gestión Contractual ( Subdirección Administrativa) "]
[null,"Copias : Unidad Ejecutora,  Contratista, Interventor y Dirección Territorial."]

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[null,null,"CONSIDERAR CUNETAS"]
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[null,null,null,"ESPESOR (m)",null,null,null,"GEOMETRIA","UND","ANCHO"]
[null,null,null,"RIGIDO","RIGIDO","FLEXIBLE",null,"Ancho de la vía","m",6]
[null,null,null,"PAV. CONCRETO","HUELLA + PIEDRA COLOCADA","ADOQUINES",null,"Ancho de pavimento","m",5]
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[null,null,"SBG",0,0,0,null,"Sub Base Granular","m",5]
[null,null,"BG",0,null,null,null,"Base granular","m",5]
[null,null,"SC",0.15,0.15,0.15,null,"Suelo Cemento","m",5]
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[null,null,"HUELLA CONCRETO",0,0.2,null,null,"Huella Concreto","m",2]
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[null,null,"PC",0.15,0,null,null,"Losa de Concreto ","m",5]
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[]
[null,null,false]
[null,null,"PRECIOS MANO DE OBRA, MATERIALES Y EQUIPOS"]
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[null,null,"MATERIALES","UND","COSTO","TRANSPORTE (Km)",null,"MANO DE OBRA","JORNAL","FP (%)"]
[null,null,"Cemento","kg",360,0,null,"OBREROS",21000,1.85]
[null,null,"Agregado grueso","m3",40200,30,null,"OFICIAL",31500]
[null,null,"Arena lavada","m3",40000,30,null,"PALETERO",21000]
[null,null,"Afirmado","m3",20000,15,null,"RASTRILLEROS",21000]
[null,null,"Subbase Granular","m3",29151,50,null,"CADENEROS",35000]
[null,null,"Base Granular","m3",35200,50]
[null,null,"Piedra de Rio (Piedra Colocada 4\" - 6\")","m3",60000,30]
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[null,null,"BORDILLOS DE CONCRETO (45x15x100)","U",{"$f":"18700*1.16","v":21692}]
[null,null,"$ TTE Adoquín","m2/km",80,"NA"]
[null,null,"$ TTE Granulares","m3/km",700,"NA"]
[null,null,"Agua","kg",30,20]
[null,null,"Concreto","m3",null,20]
[null,null,"ANTISOL","kg",3248]
[null,null,"SUPERPLASTIFICANTE","kg",6960]
[null,null,"CORDON DE RESPALDO","m",580]
[null,null,"SELLANTE JUNTAS","lt",32176]
[null,null,"FORMALETA PARA CUNETAS","m",8700]
[null,null,"MATERIAL SELECCIONADO PARA RELLENO","m3",11457]
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[null,null,"EQUIPOS",null,"UNIDAD","$ / UN"]
[null,null,"MOTONIVELADORA DE 120HP",null,"h",127700]
[null,null,"COMPACTADOR VIBRATORIO DE 8 TON",null,"h",87000]
[null,null,"CARROTANQUE DE AGUA 1000 LITROS",null,"h",69600]
[null,null,"COMPACTADOR BENITIN",null,"h",38000]
[null,null,"CARROTANQUE IRRIGADOR DE ASFALTO",null,"h",61000]
[null,null,"COMPRESOR (BARRIDO Y SOPLADO)",null,"h",42000]
[null,null,"TERMINADORA DE ASFALTO",null,"h",112000]
[null,null,"COMPACTADOR NEUMATICO (8TTON)",null,"h",73000]
[null,null,"BARREDORA MECANICA DE CEPILLO",null,"h",62400]
[null,null,"COMPRESOR 125 PIES CON MARTILLOS",null,"h",74000]
[null,null,"CORTADORA DE PAVIMENTO",null,"h",25000]
[null,null,"CARGADOR",null,"h",85000]
[null,null,"REGLA VIBRATORIA",null,"h",6200]
[null,null,"FORMALETA METALICA",null,"m2/día",1200]
[null,null,"VIBRADOR DE CONCRETO",null,"h",6300]
[null,null,"MEZCLADORA DE CONCRETO (1 BULTO)",null,"h",5000]
[null,null,"COMPACTADOR MANUAL VIBRATORIO (RANA)",null,"h",5500]
[null,null,"RECICLADORA DE PAVIMENTO",null,"h",350000]
[null,null,"FRESADORA DE PAVIMENTO",null,"h",350000]
[null,null,"PLANTA DE PRODUCCIÓN DE CONCRETO",null,"h",158000]
[null,null,"ASPERSOR MANUAL",null,"h",1600]
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[null,"TIPOS DE ESTRUCTURA"]
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["Conf","F1","Conformación de calzada existente",null,null,null,"M2",{"$f":"+MODELO!$J$9","v":6},1,1,{"$f":"+H6*I6*J6","v":6},null,{"$f":"+CDCONF","v":{"$error":"#NAME?"}},{"$error":"#NAME?"},null,{"$f":"+'310.1'!$M$63*$K6","v":92.5},{"$f":"'310.1'!$M$47*$K6","v":90},{"$f":"'310.1'!$M$40*$K6","v":3170},{"$f":"'310.1'!$M$54*$K6","v":0}]
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["BG","F1","Base Granular",null,null,null,"M3",{"$f":"+MODELO!$J$9","v":6},{"$f":"+MODELO!$D$13","v":0},1,{"$f":"+H8*I8*J8","v":0},{"$f":"+K8*#REF!*#REF!/1000","v":{"$error":"#REF!"}},{"$f":"+CDBG","v":95675},0,null,{"$f":"+$K8*'330.1'!$M$63","v":0},{"$f":"+$K8*'330.1'!$M$47","v":0},{"$f":"+$K8*'330.1'!$M$40","v":0},{"$f":"+$K8*'330.1'!$M$54","v":0}]
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["Imp",null,"Piedra Colocada",null,null,null,"M3",{"$f":"+MODELO!$J$15","v":3},{"$f":"+MODELO!D15","v":0},1,{"$f":"+H10*I10*J10","v":0},null,{"$f":"+CDCPIEDRA","v":{"$error":"#NAME?"}},{"$f":"+M10*K10","v":{"$error":"#NAME?"}},null,{"$f":"+$K10*#REF!","v":{"$error":"#REF!"}},{"$f":"+$K10*#REF!","v":{"$error":"#REF!"}},{"$f":"+$K10*#REF!","v":{"$error":"#REF!"}},{"$f":"+$K10*#REF!","v":{"$error":"#REF!"}}]
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["SC"]
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{"sheet":"Hoja4","index":89,"n_rows":61,"n_cols":11,"rows_kept":61,"cut":false,"hidden":true,"merged":[]}
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