~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\0a000100000100080043000000ffffffff00000000070100c80000000000000000001440000000000000000000000088a34006000000010000000000000000407f40010001000000020001000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\|
~C|mt47aag003aj|t|Mistura betuminosa a quente drenante PA 11 B50/70, com inerte calcário de 11 mm de tamanho máximo, com 0,05 t de betume por t de mistura, segundo EN 13108-7.|87.53||3|
~X|mt47aag003aj|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030332030320000000000002540000000000000f03f0000000000408f40010100000000000000000000000000000000000000000000000002000000010900626574756e5f61736601000000000000000000004e400000000000004440009a9999999999b93f010d00617269646f5f6e61747572616c01000000000000000000608d400000000000004440009a9999999999b93f00000000\\|
~C|mq02ron010a|h|Cilindro vibratório tandem auto-propulsado, de 24,8 kW, de 2450 kg, largura de trabalho 100 cm.|56.81||2|
~X|mq02ron010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c01000000004260e5d022db0140000000000000000000000000000000000000000000\\|
~C|mq11com010|h|Compactador de pneus auto-propulsado, de 12/22 t.|66.47||2|
~X|mq11com010|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c0100000000a4703d0ad7a31a40000000000000000000000000000000000000000000\\|
~C|mq11ext030|h|Espalhadora asfáltica sobre rastos, de 81 kW.|231.73||2|
~X|mq11ext030|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c0100000000295c8fc2f5281d40000000000000000000000000000000000000000000\\|
~C|mo041|h|Oficial de 1ª construção de obra civil.|22.68||1|
~C|mo087|h|Ajudante de construção de obra civil.|22.13||1|
~C|%|%|Custos directos complementares|0.00||0|
~C|MPB003|t|Mistura betuminosa a quente drenante PA.|0.00||0|
~T|MPB003|Mistura betuminosa a quente drenante PA 11 B50/70, com inerte calcário de 11 mm de tamanho máximo, com 0,05 t de betume por t de mistura, para uma tonelagem de aplicação de mais de 1000 t/dia.
Critérios considerados na determinação do preço da unidade de obra: O preço não inclui o transporte da mistura.
Inclui: Marcação de níveis. 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: Peso teórico calculado segundo documentação gráfica de Projecto.
Critério de medição de obra: Será verificado o peso da carga realmente chegada à obra, segundo especificações de Projecto.
|
~D|MPB003
|mt47aag003aj\\1.050
\mq11ext030\\0.011
\mq02ron010a\\0.011
\mq11com010\\0.011
\mo041\\0.066
\mo087\\0.044
\%\\0.020
\|
~X|MPB003|INFORMACION_GENERADOR\0d010106004d5042303033010000000000010000000012006d70625f3030315f3030362070615f3030330006000000000000000000000000000000000000000400000001000000000000000000000014ae47e17a142c4001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|M#||Pavimentos urbanos|0.00||0|
~D|M#
|MP#\\1.000
\|
~C|MP#||Pavimentos urbanos|0.00||0|
~D|MP#
|MPB#\\1.000
\|
~C|MPB#||Betuminosos|0.00||0|
~D|MPB#
|MPB003\\0.000
\|
~M|MPB\MPB003|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|M#\\1.000
\|