~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|mt01arg110f|m³|Pedra de mão (pedra de mão (rachão)) de tamanho máximo 40 cm.|80.69||3|
~X|mt01arg110f|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003031203034203038fc00a43671fa2840000000000000f83f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000804140009a9999999999b93f00000000\\|
~C|mt10hmf060Icb|m³|Concreto simples C10, brita 2, consistência S100, dosado em central, segundo ABNT NBR 8953.|283.37||3|
~X|mt10hmf060Icb|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030312030312ee411dc48990a40000000000000f83f0000000000c0a240010100000000000000000000000000000000000000000000000001000000010b00686f726d69676f6e5f323501000000000000000000c0a2400000000000804140009a9999999999b93f00000000\\|
~C|mt36tie010da|m|Tubo de PVC, série B, de 75 mm de diâmetro e 3 mm de espessura, com com extremo alargado.|10.06||3|
~X|mt36tie010da|INFORMACION_GENERADOR\#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\\|
~C|au00auh040||Vibrador de concreto, elétrico.|0.00||8|
~C|%|%|Custos diretos complementares|0.00||0|
~C|UNM015|m³|Muro de contenção de concreto ciclópico.|0.00||0|
~T|UNM015|Muro de contenção de terras de concreto ciclópico, até 3 m de altura, realizado com concreto C10, brita 2, consistência S100 dosado em central e concretagem com bomba (60% de volume) e pedra de mão (pedra de mão (pedra de mão (pedra de mão (rachão)))) de tamanho máximo 40 cm (40% de volume). Inclusive tubos de PVC para drenagem.
Critérios considerados na determinação do preço da unidade de obra: O preço não inclui a fundação nem a fôrmas.
Inclui: Implantação do muro. Disposição dos tubos de drenagem. Concretagem e compactação do concreto. Colocação das pedras no concreto fresco. Cura do concreto.
Critério de medição de projeto: Volume medido sobre a seção teórica de cálculo, segundo documentação gráfica de Projeto.
Critério de quantitativos de obra: Medir-se-á o volume teórico executado segundo especificações de Projeto.
|
~D|UNM015
|mt10hmf060Icb\\0.630
\mt01arg110f\\0.400
\mt36tie010da\\0.050
\au00auh040\\1.000
\%\\0.030
\|
~X|UNM015|INFORMACION_GENERADOR\0d01010600554e4d30313501000000000001000000000700756e6d5f3031350013000000000000003200000000000000000000000000000000000000010000000200000000000000000000000000000000000000000000000100000005000000000000000000000000000000000000000000000000000000333333333353404001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|U#||Urbanização interna do lote|0.00||0|
~D|U#
|UN#\\1.000
\|
~C|UN#||Contenções|0.00||0|
~D|UN#
|UNM#\\1.000
\|
~C|UNM#||Muros de contenção|0.00||0|
~D|UNM#
|UNM015\\0.000
\|
~M|UNM\UNM015|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|U#\\1.000
\|