~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|mq04cap040a|h|Camião basculante de 30 t de carga.|130.29||2|
~X|mq04cap040a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c0100000000f6285c8fc2753a40000000000000000000000000000000000000000000\\|
~C|%|%|Custos directos complementares|0.00||0|
~C|MPB009|t|Transporte de mistura betuminosa com camião.|0.00||0|
~T|MPB009|Transporte de mistura betuminosa com camião a uma distância máxima de 10 km.
Critérios considerados na determinação do preço da unidade de obra: O preço inclui a viagem de ida, a descarga e a viagem de volta.
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|MPB009
|mq04cap040a\\0.012
\%\\0.020
\|
~X|MPB009|INFORMACION_GENERADOR\0d010106004d5042303039010000000000010000000007006d70625f3030390001000000000000000000000000000000000000000000000001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~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#
|MPB009\\0.000
\|
~M|MPB\MPB009|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|M#\\1.000
\|