~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|Executar Generador de precios en HTML. Auxiliar.||ANSI| ~K|\2\3\3\2\2\2\2\EUR|3.00\0.00\0.00\\23.00|| ~X||INFORMACION_GENERADOR\Parâmetros de configuração do Gerador de preços\\INFORMACION_SEGSALUD_GENERADOR\Segurança e saúde\\| ~X|obra##|INFORMACION_GENERADOR\0a000100000100080043000000ffffffff00000000070100c800000000000000000014400000000000000000000000908a4006000000010000000000000000407f40010001000000020002000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\| ~C|mt01are010a|m³|Brita de pedreira de pedra calcária, de 40 a 70 mm de diâmetro.|18.75||3| ~X|mt01are010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080030312030342030384df6cfd380692e40000000000000f83f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000002e40009a9999999999b93f00000000\\| ~C|mq01pan010a|h|Pá carregadora sobre pneus de 120 kW/1,9 m³.|45.06||2| ~X|mq01pan010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c01000000009a99999999992540000000000000000000000000000000000000000000\\| ~C|mq02cia020j|h|Camião cisterna, de 8 m³ de capacidade.|118.90||2| ~X|mq02cia020j|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c0100000000ae47e17a14ae1f40000000000000000000000000000000000000000000\\| ~C|mq02rod010d|h|Placa vibratória de condução manual, de 300 kg, largura de trabalho 70 cm, reversível.|7.16||2| ~X|mq02rod010d|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000108006761736f6c696e6101000000009a9999999999f33f000000000000000000000000000000000000000000\\| ~C|mo113|h|Operário não qualificado construção.|21.45||1| ~C|%|%|Custos directos complementares|0.00||0| ~C|ANE010|m²|Enrocamento para base de massame.|0.00||0| ~T|ANE010|Enrocamento para base de massame de 20 cm de espessura, através de enchimento e espalhamento em camadas de espessura não superior a 20 cm de britas procedentes de pedreira de calcário de 40/80 mm; e posterior compactação através de equipamento manual com placa vibratória, sobre a base homogénea e nivelada. Critérios considerados na determinação do preço da unidade de obra: O preço não inclui a execução do leito de pavimento. Inclui: Transporte e descarga do material de enchimento ao local de trabalho. Espalhamento do material de enchimento em camadas de espessura uniforme. Humidificação ou secagem de cada camada. Compactação e nivelamento. Critério de medição de projecto: Superfície medida segundo documentação gráfica de Projecto. Critério de medição de obra: Medir-se-á a superfície realmente executada segundo especificações de Projecto. | ~D|ANE010 |mt01are010a\\0.220 \mq01pan010a\\0.013 \mq02rod010d\\0.013 \mq02cia020j\\0.013 \mo113\\0.249 \%\\0.020 \| ~X|ANE010|INFORMACION_GENERADOR\0d01010600414e4530313001000000000001000000000800616e655f656e6361000900000000000000000000000a0000000200000001000000010000000000000000000000000000000000000000000000000000000000000001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\| ~C|A#||Acondicionamento do terreno|0.00||0| ~D|A# |AN#\\1.000 \| ~C|AN#||Nivelação|0.00||0| ~D|AN# |ANE#\\1.000 \| ~C|ANE#||Enrocamento|0.00||0| ~D|ANE# |ANE010\\0.000 \| ~M|ANE\ANE010|1\1\1\1\|0.000|| ~C|obra##||BC3|0.00||0| ~D|obra## |A#\\1.000 \|