~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|Executar Generador de precios en HTML. Auxiliar.||ANSI| ~K|\2\3\3\2\2\2\2\CVE|3.00\0.00\0.00\\15.00|| ~X||INFORMACION_GENERADOR\Parâmetros de configuração do Gerador de preços\\INFORMACION_SEGSALUD_GENERADOR\Segurança e saúde\\| ~X|obra##|INFORMACION_GENERADOR\0a0001000009001a002f010000ffffffff00000000070100c80000000000000000001440000000000000000000000030a14006000000010000000000000000407f40010001000000020001000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\| ~C|mt47aag020aa|t|Mistura betuminosa contínua a quente AC16 surf D, para camada de desgaste, de composição densa, com inerte granítico de 16 mm de tamanho máximo e betume asfáltico de penetração, segundo NP EN 13108-1.|14593.06||3| ~X|mt47aag020aa|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030332030320000000000002540000000000000f03f0000000000408f40010100000000000000000000000000000000000000000000000002000000010900626574756e5f61736601000000000000000000004e400000000000004940009a9999999999b93f010d00617269646f5f6e61747572616c01000000000000000000608d400000000000004940009a9999999999b93f00000000\\| ~C|mq02ron010a|h|Cilindro vibratório tandem auto-propulsado, de 24,8 kW, de 2450 kg, largura de trabalho 100 cm.|5394.98||2| ~X|mq02ron010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c01000000004260e5d022db0140000000000000000000000000000000000000000000\\| ~C|mq11com010|h|Compactador de pneus auto-propulsado, de 12/22 t.|6312.58||2| ~X|mq11com010|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c0100000000a4703d0ad7a31a40000000000000000000000000000000000000000000\\| ~C|mq11ext030|h|Espalhadora asfáltica sobre rastos, de 81 kW.|22007.45||2| ~X|mq11ext030|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c0100000000295c8fc2f5281d40000000000000000000000000000000000000000000\\| ~C|mo041|h|Oficial de 1ª construção de obra civil.|627.12||1| ~C|mo087|h|Ajudante de construção de obra civil.|402.07||1| ~C|%|%|Custos directos complementares|0.00||0| ~C|UXF010|m²|Camada de mistura betuminosa contínua a quente.|0.00||0| ~T|UXF010|Camada de 5 cm de espessura de mistura betuminosa contínua a quente AC16 surf D, para camada de desgaste, de composição densa, com inerte granítico de 16 mm de tamanho máximo e betume asfáltico de penetração. Critérios considerados na determinação do preço da unidade de obra: O preço não inclui a camada base. Inclui: Marcação de níveis. Transporte da mistura betuminosa. Espalhamento da mistura betuminosa. Compactação da camada de mistura betuminosa. Execução de juntas transversais e longitudinais na camada de mistura betuminosa. Limpeza final. Critério de medição de projecto: Superfície medida em projecção horizontal, segundo documentação gráfica de Projecto. Critério de medição de obra: Medir-se-á, em projecção horizontal, a superfície realmente executada segundo especificações de Projecto. | ~D|UXF010 |mt47aag020aa\\0.115 \mq11ext030\\0.001 \mq02ron010a\\0.001 \mq11com010\\0.001 \mo041\\0.003 \mo087\\0.012 \%\\0.020 \| ~X|UXF010|INFORMACION_GENERADOR\0d01010600555846303130010000000000010000000008007578665f6d6263630008000000000000000000000000000000000000000000000000000000000000000100000000000000000000003d0ad7a370ad6e4001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\| ~C|U#||Infra-estruturas no logradouro|0.00||0| ~D|U# |UX#\\1.000 \| ~C|UX#||Pavimentos|0.00||0| ~D|UX# |UXF#\\1.000 \| ~C|UXF#||Betuminosos|0.00||0| ~D|UXF# |UXF010\\0.000 \| ~M|UXF\UXF010|1\1\1\1\|0.000|| ~C|obra##||BC3|0.00||0| ~D|obra## |U#\\1.000 \|