~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|mt01arp170a|t|Seixos rolados seleccionados, de 10 a 12 mm de tamanho máximo, para empedrados.|22.99||3|
~X|mt01arp170a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003137203035203034d6aa5d13d2da0d409a9999999999f93f0000000000408f40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000408f400000000000002e40009a9999999999b93f00000000\\|
~C|mt08aaa010a|m³|Água.|1.53||3|
~X|mt08aaa010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000104006167756101000000000000000000408f400000000000000000009a9999999999b93f00000000\\|
~C|mt09lec020a|m³|Leitada de cimento CEM II/B-L 32,5 N 1/2.|133.53||3|
~X|mt09lec020a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030312030315c8fc2f5285c1b40000000000000f83f0000000000b09d400101000000000000000000000000000000000000000000000000010000000107006d6f727465726f01000000000000000000b09d400000000000004440009a9999999999b93f00000000\\|
~C|mt09mor010d|m³|Argamassa de cimento CEM II/B-L 32,5 N tipo M-7,5, confeccionada em obra com 270 kg/m³ de cimento e uma proporção em volume 1/5.|124.95||3|
~X|mt09mor010d|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030312030315c8fc2f5285c1b40000000000000f83f0000000000b09d400101000000000000000000000000000000000000000000000000010000000107006d6f727465726f01000000000000000000b09d400000000000004440009a9999999999b93f00000000\\|
~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|MPP030|m²|Empedrado.|0.00||0|
~T|MPP030|Empedrado realizado com inerte de seixo rolado de 10 a 12 mm de tamanho máximo, colocado a topo, com disposição irregular, sobre camada de argamassa de cimento CEM II/B-P 32,5 N tipo M-7,5, de 60 mm de espessura. Inclusive marcação, colocação e remoção de cofragens, rega e enchimento de juntas com leitada de cimento, remoção em fresco dos restos de leitada e limpeza final.
Inclui: Marcação. Colocação de cofragens. Espalhamento da camada de argamassa. Colocação individual dos inertes. Aplicação da leitada de cimento. Remoção de cofragens. 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|MPP030
|mt09mor010d\\0.060
\mt01arp170a\\0.016
\mt09lec020a\\0.002
\mt08aaa010a\\0.010
\mo041\\2.310
\mo087\\2.310
\%\\0.020
\|
~X|MPP030|INFORMACION_GENERADOR\0d010106004d5050303330010000000000010000000007006d70705f303330000900000000000000000000000000000032000000000000000000000000000000000000000000000000000000000000003333333333333a4001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|M#||Pavimentos urbanos|0.00||0|
~D|M#
|MP#\\1.000
\|
~C|MP#||Pavimentos urbanos|0.00||0|
~D|MP#
|MPP#\\1.000
\|
~C|MPP#||De pedra natural|0.00||0|
~D|MPP#
|MPP030\\0.000
\|
~M|MPP\MPP030|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|M#\\1.000
\|