~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\\|
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~C|mt01arg005a|t|Areia de pedreira, para argamassa preparada em obra.|2085.80||3|
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~C|mt04lpt010c|Ud|Tijolo cerâmico furado duplo, para revestir, 30x20x9 cm, para utilização em alvenaria protegida (peça P), densidade 746 kg/m³, segundo NP EN 771-1.|33.70||3|
~X|mt04lpt010c|INFORMACION_GENERADOR\#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\\|
~C|mt08aaa010a|m³|Água.|193.69||3|
~X|mt08aaa010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000104006167756101000000000000000000408f400000000000000000009a9999999999b93f00000000\\|
~C|mt08cem000m|kg|Cimento cinzento em sacos.|17.22||3|
~X|mt08cem000m|INFORMACION_GENERADOR\#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\\|
~C|mt13vaa010d|Ud|Prancha de aço galvanizado de 0,7 mm de espessura e 1000 mm de desenvolvimento, pré-formada.|1270.15||3|
~X|mt13vaa010d|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f9a9999999999993f333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030342030356bf3ffaa2347ba3fcdcccccccccc0040d7a3703d0ad71540010100000000000000000000000000000000000000000000000001000000010a00616365726f5f67616c760100000000d7a3703d0ad715400000000000e08540009a9999999999b93f01000000010800706c61737469636f01000000009a9999999999993f0000000000e08540009a9999999999b93f\\|
~C|mq06hor010|h|Betoneira eléctrica com uma capacidade de amassadura de 160 l.|330.99||2|
~C|op00ciz010||Tesoura.|0.00||7|
~C|mo020|h|Oficial de 1ª construção.|622.24||1|
~C|mo077|h|Ajudante de construção.|398.94||1|
~C|mo113|h|Operário não qualificado construção.|383.87||1|
~C|%|%|Custos directos complementares|0.00||0|
~C|QRL010|m|Laroz metálico.|0.00||0|
~T|QRL010|Formação de laroz com prancha de aço galvanizado de 0,70 mm de espessura e 1000 mm de desenvolvimento, pré-formada, sobre murete duplo de 9 cm de espessura cada um, de tijolos cerâmicos furados de 30x20x9 cm, assentes com argamassa de cimento, confeccionada em obra, dosificação 1:6 e maciçamento com argamassa de cimento, confeccionada em obra, dosificação 1:6. Incluindo peças especiais, sobreposições, fixações, ligações a tubos de queda e junta de estanquidade.
Inclui: Limpeza e preparação da superfície. Formação de muretes. Remate superior dos muretes através de argamassa de cimento. Colocação da lâmina. Sobreposições e ligações a tubos de queda.
Critério de medição de projecto: Comprimento medido em verdadeira magnitude, segundo documentação gráfica de Projecto.
Critério de medição de obra: Medir-se-á, em verdadeira magnitude, o comprimento realmente executado segundo especificações de Projecto.
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\mo020\\0.820
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\mo113\\0.658
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~C|Q#||Coberturas|0.00||0|
~D|Q#
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~C|QR#||Remates|0.00||0|
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~C|QRL#||Larozes, rincões e cumeeiras|0.00||0|
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