{"id":1134,"date":"2017-06-16T17:58:54","date_gmt":"2017-06-16T22:58:54","guid":{"rendered":"http:\/\/cyhingenieria.com\/site\/?page_id=1134"},"modified":"2017-06-16T18:43:15","modified_gmt":"2017-06-16T23:43:15","slug":"proyecto2","status":"publish","type":"page","link":"https:\/\/cyhingenieria.com\/site\/proyecto2\/","title":{"rendered":"Proyectos"},"content":{"rendered":"[vc_row 0=\u00bb\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbContratante\u00bb font_container=\u00bbtag:h3|text_align:center\u00bb google_fonts=\u00bbfont_family:Roboto%3A100%2C100italic%2C300%2C300italic%2Cregular%2Citalic%2C500%2C500italic%2C700%2C700italic%2C900%2C900italic|font_style:400%20regular%3A400%3Anormal\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_custom_heading text=\u00bbObjeto del contrato\u00bb font_container=\u00bbtag:h3|text_align:center\u00bb google_fonts=\u00bbfont_family:Roboto%3A100%2C100italic%2C300%2C300italic%2Cregular%2Citalic%2C500%2C500italic%2C700%2C700italic%2C900%2C900italic|font_style:400%20regular%3A400%3Anormal\u00bb][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SG. \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Toma de informacion sistematizada en el paso nacional Palmira. via 2505 pr19+000 al pr25+000. de\ufb02ectometr\u00eda impacto fwd y an\u00e1lisis estructural aastho 1993. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbPEYCO COLOMBIA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y exploraci\u00f3n geot\u00e9cnica en el anillo vial en el departamento del Huila. contrato no. cto \u2013fab \u2013 042 del 2014. estudios t\u00e9cnicos para los dise\u00f1os de geotecn\u00eda, geolog\u00eda, obras de infraestructura (puentes), seg\u00fan requerimientos Fonade. tramos: Obando- SanJos\u00e9 de Isnos 15 km, Isnos &#8211; Bordones 9.5 km, Bordones \u2013 Guacacayo l= 21.5 km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO PCP (OAS \u2013 GRODCCO). \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Orden de servicio no. pcp-r-com-009. estudios b\u00e1sicos adicionales para el dep\u00f3sito de Altamira \u2013 Ruta del libertador fase II. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbLATINOAMERICANA DE CONSTRUCCIONES LATINCO S.A \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y dise\u00f1os rehabilitaci\u00f3n tramo glorieta la espa\u00f1ola \u2013 Calarc\u00e1 \u2013 autopista del caf\u00e9 sector k 76+000 \u2013 k 86+000.Orden de servicio estudios b\u00e1sicos y adicionales para el dep\u00f3sito (zodme) C\u00f3rdoba \u2013 ruta del Libertador fase II, incluyendo estudio hidra\u00falico, estabilidad de taludes y geolog\u00eda. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbURBANIZACI\u00d3N LA FORTALEZA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Topograf\u00eda de lotes urbanizacion La Fortaleza con detalle de Accesos por viviendaL= 22 Km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO PCP (OAS BRASIL \u2013 GRODCCO) \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios, Dise\u00f1os y Asesoria Tecnica en area Geotecnica y de Estructuras en la Cons-truccion de la Variante San Francisco &#8211; Mocoa y el mejoramiento y mantenimiento del Corredor Tumaco &#8211; Pasto &#8211; Mocoa [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONVENIO UNICAUCA \u2013 INVIAS. DEFLECTOMETR\u00cdA DE IMPACTO FWD Y AN\u00c1LISIS ESTRUCTURAL AASHTO 1993. \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y dise\u00f1os en lo referente a la auscultaci\u00f3n estructural de la via Pradera \u2013 Palmi-ra, del pr 83+350 \u2013 pr 85+700 [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbPAVIMENTOS DE COLOMBIA S.A. \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Plan de manejo de tr\u00e1\ufb01co (pmt) aeropuerto Alfonso Bonilla Arag\u00f3n, obras de moderni-zaci\u00f3n y ampliaci\u00f3n. tr\u00e1\ufb01co vehicular frente 2 y tr\u00e1\ufb01co de aeronaves frente 3. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SAN BARTOLOM\u00c9 011 \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n estructural del pavimento mediante de\ufb02ectometr\u00eda de impacto v\u00eda Iles- troncal l=6.5 Km. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCSS CONSTRUCTORES S.A \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y dise\u00f1os de geolog\u00eda \u2013 estabilidad de taludes \u2013 geotecn\u00eda y dise\u00f1o estructural del sitio cr\u00edtico via Cali Buenaventura (v\u00eda Dagua) k 11+200. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO PCP \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y Dise\u00f1os Geot\u00e9cnicos (Viaductos, muros de concreto con pilotes en profundi-dad, muros en tierra reforzada, an\u00e1lisis de taludes y terraplenes) [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbPROYECTO PALMIRA \u2013 UNICAUCA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n estructural del pavimento mediante de\ufb02ectometr\u00eda de impacto. Jils hwd-20. Via Palmira l=1.4 Km. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbUTMA \u2013 TVA \u2013 SINC \u2013 PEYCO \u2013 ICEACSA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios de geotecn\u00eda y geolog\u00eda para el tramo Chachag\u00fb\u00ed \u2013 Popay\u00e1n \u2013 estructuraci\u00f3n proyecto vial \u2013 Popay\u00e1n \u2013 Chachag\u00fb\u00ed. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCASS CONSTRUCTORES \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Suministro de mano de obra: concepto t\u00e9cnico sobre el estado De las losas tramo l=200m previos a la construcci\u00f3n del proyecto la Balsa- Buenos Aires- Honduras- Aznauzu [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbUT EMA-TVA-CINC-PEYCO-ICEACSA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Ajustes de los Estudios y Dise\u00f1os (Incluye Geotecnia, Hidr\u00e1ulica, Transito y Capacidad y Nivel de Servicio, Geof\u00edsica, Geolog\u00eda, Pavimentos, Perforaciones y dise\u00f1o Estructural de Obras) para la RUTA 2602 del corredor transversal El Libertador, as\u00ed como ajuste de los dise\u00f1os de los Zodmes Dos Aguas, Lucitania, Porvenir, Cipr\u00e9s y El Hato. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONCESI\u00d3N UNI\u00d3N TEMPORAL DESARROLLO VIAL \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n estructural del pavimento mediante de\ufb02ectometr\u00eda y GPR de impacto. Jils hwd-20 L=5.86 Km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO METRO V\u00cdAS BUENAVENTURA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y dise\u00f1os atenci\u00f3n sitio cr\u00edtico pr 3 + 350, de la carretera Popay\u00e1n \u2013 Patico \u2013 R\u00edo Mazamorras, ruta 2002; correspondiente a estudios topogr\u00e1\ufb01cos, geof\u00edsicos, geot\u00e9cni-cos, de estabilidad de taludes, dise\u00f1o hidr\u00e1ulico y estructural. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO ANDINO \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Transporte de elementos e insumos en la ejecucion de Estudios, Dise\u00f1os y Asesoria tecnica en area Geotecnica y de Estructuras en la construccion de la variante San Francis-co &#8211; Mocoa y el mejoramiento y mantenimiento del corredor Tumaco &#8211; Pasto &#8211; Mocoa.[\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONCESI\u00d3N NUEVO CAUCA SAS \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Medici\u00f3n de retrore\ufb02exi\u00f3n para demarcaci\u00f3n horizontal en el Corredor Popay\u00e1n &#8211; Santander. L=24 Km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbMUNICIPIO DE C\u00d3RDOBA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n estructural del pavimento mediante de\ufb02ectometr\u00eda de impacto v\u00eda del municipio de C\u00f3rdoba en el departamento de Nari\u00f1o. L=5.1 Km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO CORREDORES DE COMPETITIVIDAD 2010 \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios y dise\u00f1os de hidr\u00e1ulica, hidrolog\u00eda y socavaci\u00f3n para los tramos ubicados entre las abscisas pr55+000 al pr59+600, del pr68+200 al pr 70+000, pr117+000 al pr122+000 de la carretera Cano &#8211; Mojarras en el departamento de Nari\u00f1o en una longitud de 11.4 km incluyendo puentes. Hidr\u00e1ulica hidrolog\u00eda y socavaci\u00f3n de la quebra-da Chondural en el departamento del Cauca pr33+500. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCSS CONSTRUCTORES S.A. \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudio de\ufb02ectom\u00e9trico para complementaci\u00f3n, dise\u00f1o de rehabilitaci\u00f3n malla vial-tra-mos 2 al 6 l= 1.54 km. Total puntos 620. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO CONSULTORES VIALES 093 \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios geot\u00e9cnicos para dise\u00f1os de mejoramiento y pavimentaci\u00f3n de las Carreteras Rosas- La Vega \u2013 San sebasti\u00e1n \u2013 Santiago, ruta 25cc15. Bolivar- Santiago en la ruta 1203, Departamento del Cauca. L=103 Km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SG \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudios de geotecnia, geolog\u00eda y estructuras, para el tramo Chachag\u00fb\u00ed \u2013 Popay\u00e1n. L=380 km. Evaluaci\u00f3n estructural y geot\u00e9cnica de puentes [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbITINERIS GESTI\u00d3N DE INFRAESTRUCTURA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudio de suelos (incluye perforaciones) y toma de l\u00edneas s\u00edsmicas para el proyecto \u201cestudios y dise\u00f1os, gesti\u00f3n social, predial, ambiental y mejoramiento del proyecto troncal norte de nari\u00f1o y anillo del macizo colombiano\u201d. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbFUNDACI\u00d3N ALPINA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Elaboraci\u00f3n dise\u00f1os planta de procesamiento en el desarrollo del convenio 1090 de 2013. Departamento del cauca. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbAUTOV\u00cdA BUCARAMANGA PAMPLONA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Realizaci\u00f3n de ensayos de laboratorio referente a la exploraci\u00f3n para el dise\u00f1o geot\u00e9c-nico de la v\u00eda concesi\u00f3n Bucaramanga Pamplona [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONCESI\u00d3N UT DESARROLLO VIAL \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Dise\u00f1o de puentes vias Santander de Quilichao [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbJORGE FANDI\u00d1O S.A.S \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Ejecuci\u00f3n de exploraci\u00f3n de perforaci\u00f3n para sondeos en los suelos que se encuen-tren basados en las siguientes: exploraci\u00f3n mec\u00e1nica rotaci\u00f3n en suelos blandos, exploraci\u00f3n mec\u00e1nica rotaci\u00f3n en roca, exploraci\u00f3n mec\u00e1nica rotaci\u00f3n en aluvial o coluvi\u00f3n. Trabajos adicionales en el proyecto: ensayos de laboratorio y perforaciones. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbALCALD\u00cdA DE POPAY\u00c1N \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Consultor\u00eda para los estudios geot\u00e9cnicos para la localizaci\u00f3n de la escombrera en el municipio de Popay\u00e1n. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONCESI\u00d3N UT DESARROLLO VIAL DEL VALLE CAUCA Y CAUCA \u2013 UTDVVCC. \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Prestar los servicios de de\ufb02ectometr\u00eda, apiques, an\u00e1lisis funcional (IRI, ahuellamiento y \ufb01suras), con generaci\u00f3n de informes para evaluaci\u00f3n de sitios y zona enmarcadas en una longitud de 109.5m, en los sectores de\ufb01nidos por el contratante dentro del proyecto malla vial del valle del Cauca y Cauca, de conformidad con el contrato de concesi\u00f3n N\u00b0005 de 1999. Dise\u00f1o de rehabilitacion y propuesta de mantenimiento para los analisis \ufb01nancieros y programa de gesti\u00f3n. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbUT EMA-TVA-CINC-PEYCO- ICEACSA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Perforaciones, estudio de suelos y geof\u00edsica, incluyendo estudios de geolog\u00eda para ingenier\u00eda y geotecnia y estudio de estabilidad y estabilizaci\u00f3n de taludes, para el sector comprendido entre el pr 34 \u2013 pr 35.5 y del pr 38.1 \u2013 pr 42.0 del proyecto transversaldel libertador. (Inz\u00e1 &#8211; La Plata Huila) [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONCESI\u00d3N UT DESARROLLO VIAL DEL VALLE DEL CAUCA Y CAUCA UTDVVCC \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Orden de servicio estudios b\u00e1sicos y adicionales para el dep\u00f3sito (zodme) C\u00f3rdoba \u2013 ruta del Libertador fase II, incluyendo estudio hidra\u00falico, estabilidad de taludes y geolog\u00eda. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbUT DESARROLLO VIAL DEL VALLE DEL CAUCA Y CAUCA \u2013 UTDVVCC \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Exploraci\u00f3n del subsuelo utilizando perforaciones a percusi\u00f3n y rotaci\u00f3n con el objeto de de\ufb01nir la continuidad lito-estructural en los puentes peatonales escuela Jos\u00e9 Aceve-do y G\u00f3mez k81+500, puente peatonal la Guaira k77+000 y puente peatonal Lobogue-rrero k64+250, todo enmarcado en el proyecto malla vial del Valle del Cauca y Cauca, de conformidad con el contrato de concesi\u00f3n n\u00b0005 de 1999, en los sectores de\ufb01nidos por el contratante. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCSS CONSTRUCCI\u00d3N S.A.S \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Via alterna interna Mediacanoa &#8211; estudio de tr\u00e1nsito y an\u00e1lisis de capacidad y nivel de servicio del sector, estimar el tpd anual con su respectiva proyecci\u00f3n, analizar y organi-zar del trazado y dise\u00f1o geom\u00e9trico se\u00f1alizaci\u00f3n y seguridad vial, dise\u00f1o geot\u00e9cnico y de pavimentos \ufb02exibles, an\u00e1lisis y organizaci\u00f3n de los estudios del suelo para el dise\u00f1o de fundaciones de puentes, obras de drenaje y otras estructuras de contenci\u00f3n, estudio de hidrolog\u00eda e hidra\u00falica para las obras menores, estudio y dise\u00f1os de estructuras. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SAN LUIS 2 \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudio de\ufb02ectom\u00e9trico para complementaci\u00f3n, dise\u00f1o de rehabilitaci\u00f3n malla vial-tra-mos 2 al 6 l= 1.54 Km. Total puntos 620 [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SU\u00c1REZ CAUCA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Perforaciones, estudio de suelos, an\u00e1lisis de estabilidad global y local, geof\u00edsica y punto geol\u00f3gico. Dise\u00f1o estructural y geot\u00e9cnico de muros k72+100,k73+800, k75+500, k76+900, k77+800, 78+600, k79+500, k80+400, k81+100, k81+300, k95+100, k101+450, k102+100. Complementaci\u00f3n y actualizaci\u00f3n de estabilidad de taludes y geolog\u00eda complementaria sectores 1, 2, y 3. Dise\u00f1o nuevo estabilidad de taludes y geolo-g\u00eda complementaria sector 4. Incluye una l\u00ednea por km y 1 sondeo de m\u00ednimo 8m,perforaciones sobre terrapl\u00e9n para estabilidad de taludes y l\u00edneas s\u00edsmicas Buga -Media Canoa &#8211; Loboguerrero. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SAN JOS\u00c9 DE MIRANDA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Mediciones de tipo funcional y estructural en paviento rigido. en el sector comprendido entre la Palmera y Malaga; durante la ejecuci\u00f3n de la oferta mercantil n\u00b0 04-971-2012, relacionado con el mejoramiento, gesti\u00f3n social, predial y ambiental del proyecto corredor troncal central del norte fase 2 para el programa corredores prioritarios para la prosperidad, M\u00e1laga en el departamento de Santander. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCYT INGENIEROS SAS \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n estructural del pavimento mediante de\ufb02ectometr\u00eda de impacto. Jils hwd-20 [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbWSP COLOMBIA SAS \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Realizaci\u00f3n y entrega de auscultaci\u00f3n de pavimiento del ap\u00e9ndice t\u00e9cnico para la etapa de factibilidad de la ANI, evaluaci\u00f3n funcional, estructural y geot\u00e9cnica corredor (Facati-va- Zipaquir\u00e1 y municipios del Rosal, Subachoque, la Pradera, Oran y Zipaquir\u00e1 [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO V\u00cdAS Y EQUIPOS 2014 \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Desarrollo de los estudios de Geotecnia, Geolog\u00eda y Pavimentos, para los tramos Santander de Quilichao &#8211; Popay\u00e1n (L=77.0 Km), Popay\u00e1n \u2013 Mojarras (L=122 Km), Mojarras \u2013 Chachagui (L=119 Km). [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO OBRAS VIALES NARI\u00d1O \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n estructural del pavimento mediante de\ufb02ectometr\u00eda de impacto via Cumbal- panan l=15.6 Km. [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbUNIVERSIDAD DEL CAUCA \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Evaluaci\u00f3n de\ufb02ectom\u00e9trica y estructural para v\u00edas del Departamento del Valle, seg\u00fan proyecto Asoca\u00f1a. Medici\u00f3n De\ufb02ectom\u00e9trica y Georadar L=60 Km [\/vc_column_text][\/vc_column][\/vc_row]\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbUT DESARROLLO VIAL DEL VALLE DEL CAUCA Y CAUCA UTDVVCC \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px !important; background-color: #195e69 !important;border-radius: 20px !important;}\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_column_text]Estudio de hidrolog\u00eda, hidr\u00e1ulica y socavaci\u00f3n necesarios para el dise\u00f1o y construcci\u00f3n de alcantarillas, box coulvert, pontones, cunetas y obras de manejo de las aguas de escurrimiento y el drenaje en los corredores viales de los tramos de la v\u00eda Cano &#8211; Mojarras &#8211; Popay\u00e1n en una longitud de 29.3 km. [\/vc_column_text][\/vc_column][\/vc_row]\n","protected":false},"excerpt":{"rendered":"<p>[vc_row 0=\u00bb\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbContratante\u00bb font_container=\u00bbtag:h3|text_align:center\u00bb google_fonts=\u00bbfont_family:Roboto%3A100%2C100italic%2C300%2C300italic%2Cregular%2Citalic%2C500%2C500italic%2C700%2C700italic%2C900%2C900italic|font_style:400%20regular%3A400%3Anormal\u00bb][\/vc_column][vc_column width=\u00bb3\/4&#8243;][vc_custom_heading text=\u00bbObjeto del contrato\u00bb font_container=\u00bbtag:h3|text_align:center\u00bb google_fonts=\u00bbfont_family:Roboto%3A100%2C100italic%2C300%2C300italic%2Cregular%2Citalic%2C500%2C500italic%2C700%2C700italic%2C900%2C900italic|font_style:400%20regular%3A400%3Anormal\u00bb][\/vc_column][\/vc_row]<br \/>\n[vc_row css=\u00bb.vc_custom_1497654646378{border-bottom-width: 1px !important;border-bottom-color: #aec258 !important;border-bottom-style: solid !important;}\u00bb][vc_column width=\u00bb1\/4&#8243;][vc_custom_heading text=\u00bbCONSORCIO SG. \u00bb font_container=\u00bbtag:h6|text_align:right|color:%23ffffff|line_height:1&#8243; google_fonts=\u00bbfont_family:Open%20Sans%3A300%2C300italic%2Cregular%2Citalic%2C600%2C600italic%2C700%2C700italic%2C800%2C800italic|font_style:400%20regular%3A400%3Anormal\u00bb css=\u00bb.vc_custom_1497654726447{padding: 15px !important; margin-top: 5px<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-fullwidth.php","meta":[],"_links":{"self":[{"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/pages\/1134"}],"collection":[{"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/comments?post=1134"}],"version-history":[{"count":0,"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/pages\/1134\/revisions"}],"wp:attachment":[{"href":"https:\/\/cyhingenieria.com\/site\/wp-json\/wp\/v2\/media?parent=1134"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}