~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|Executar Generador de precios en HTML. Auxiliar.||ANSI|
~K|\2\3\3\2\2\2\2\BRL|3.00\13.00\6.00\\17.00||
~X||INFORMACION_GENERADOR\Parâmetros de configuração do Gerador de preços\\INFORMACION_SEGSALUD_GENERADOR\Segurança e saúde\\|
~X|obra##|INFORMACION_GENERADOR\0a000100000e001d008e010000ffffffff00000000070100c80000000000000000001440000000000000000000000030a14006000000010000000000000000407f40010001000000020001000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\|
~C|mq06cor020|h|Equipamento para corte de juntas em lastros de concreto.|39.14||2|
~C|mo112|h|Servente de pedreiro.|28.03||1|
~C|%|%|Custos diretos complementares|0.00||0|
~C|RSN100|m|Junta de retração em piso contínuo de concreto, através do corte com disco de diamante.|0.00||0|
~T|RSN100|Junta de retração em piso contínuo de concreto, de 5 a 10 mm de largura e 20 mm de profundidade, através de corte com disco de diamante.
Inclui: Implantação da junta. Corte do concreto. Limpeza final da junta.
Critério de medição de projeto: Comprimento medido segundo documentação gráfica de Projeto.
Critério de quantitativos de obra: Medir-se-á o comprimento realmente executado segundo especificações de Projeto.
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~D|RSN100
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~C|R#||Revestimentos e forros|0.00||0|
~D|R#
|RS#\\1.000
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~C|RS#||Pisos|0.00||0|
~D|RS#
|RSN#\\1.000
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~C|RSN#||Juntas em pisos contínuos de concreto|0.00||0|
~D|RSN#
|RSN100\\0.000
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~M|RSN\RSN100|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|R#\\1.000
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