~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\0a000100000e001d008e010000ffffffff00000000070100c800000000000000000014400000000000000000000000908a4006000000010000000000000000407f40010001000000020001000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\|
~C|mt01arg002a|m³|Areia média lavada.|113.94||3|
~X|mt01arg002a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f01000000010800303120303420303966666666666617409a9999999999f93f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000804140009a9999999999b93f00000000\\|
~C|mt08cal030|kg|Cal hidratada para argamassas, em sacos, segundo ABNT NBR 7175.|0.51||3|
~X|mt08cal030|INFORMACION_GENERADOR\#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\\|
~C|mt08cem002|kg|Cimento cinza em sacos.|0.63||3|
~X|mt08cem002|INFORMACION_GENERADOR\#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\\|
~C|mt13tcr020a|Un|Telha de concreto para cumeeira, de 40x20 cm, cor cinza.|5.03||3|
~C|mt13tcr030g|Un|Telha de concreto para final de espigão, cor cinza.|5.03||3|
~C|mq06hor010|h|Betoneira elétrica com uma capacidade de amassamento de 160 l.|13.50||2|
~C|mo020|h|Pedreiro.|33.34||1|
~C|mo112|h|Servente de pedreiro.|29.17||1|
~C|%|%|Custos diretos complementares|0.00||0|
~C|QRL031|m|Espigão de telha de concreto.|0.00||0|
~T|QRL031|Formação de espigão com telhas de concreto para cumeeira, de 40x20 cm, cor cinza, assentes com argamassa de cimento e cal, confeccionada em obra, dosificação 1:1:7. Incluindo telhas de concreto para espigão final e sobreposições.
Inclui: Colocação das telhas com argamassa.
Critério de medição de projeto: Comprimento medido em verdadeira magnitude, segundo documentação gráfica de Projeto.
Critério de quantitativos de obra: Medir-se-á, em verdadeira magnitude, o comprimento realmente executado segundo especificações de Projeto.
|
~D|QRL031
|mt13tcr020a\\3.100
\mt13tcr030g\\0.020
\mt01arg002a\\0.039
\mt08cal030\\5.246
\mt08cem002\\5.027
\mq06hor010\\0.024
\mo020\\0.332
\mo112\\0.435
\%\\0.020
\|
~X|QRL031|INFORMACION_GENERADOR\0d0101060051524c3033310100000000000100000000070071726c5f30333100090000000000000000000000000000000000000000000000000000000000000013000000000000000000000000000000a4703d0ad7e3324001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|Q#||Coberturas|0.00||0|
~D|Q#
|QR#\\1.000
\|
~C|QR#||Arremates|0.00||0|
~D|QR#
|QRL#\\1.000
\|
~C|QRL#||Águas furtadas, espigões e cumeeiras|0.00||0|
~D|QRL#
|QRL031\\0.000
\|
~M|QRL\QRL031|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|Q#\\1.000
\|