~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|mt07aco020a|Un|Separador certificado para fundações.|0.39||3|
~X|mt07aco020a|INFORMACION_GENERADOR\#U0001003bdf4f8d976eb23f000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f00000000010100000000000000000000000000000000000000000000000001000000010800706c61737469636f0100000000ba490c022b87863f00000000001c9540009a9999999999b93f01000000010a00706170656c5f6361727401000000003bdf4f8d976eb23f00000000001c9540009a9999999999b93f\\|
~C|mt07aco070f|kg|Aço em barras nervuradas, CA-50, de vários diâmetros, segundo ABNT NBR 7480.|11.78||3|
~X|mt07aco070f|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003137203034203035b81e85eb51b87e3fcdcccccccccc0040000000000000f03f010100000000000000000000000000000000000000000000000001000000010500616365726f0100000000000000000000f03f00000000001c9540009a9999999999b93f00000000\\|
~C|mt08var050|kg|Arame galvanizado para atar, de 1,30 mm de diâmetro.|3.83||3|
~X|mt08var050|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003137203034203035c58f31772d216f3fcdcccccccccc0040000000000000f03f010100000000000000000000000000000000000000000000000001000000010a00616365726f5f67616c760100000000000000000000f03f00000000001c9540009a9999999999b93f00000000\\|
~C|mt10haf080iec|m³|Concreto C25 classe de agressividade ambiental II e tipo de ambiente urbano, brita 1, consistência S100, dosado em central, segundo ABNT NBR 8953.|347.46||3|
~X|mt10haf080iec|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f0100000001080031372030312030314415fe0c6f960640000000000000f83f000000000052a240010100000000000000000000000000000000000000000000000001000000010b00686f726d69676f6e5f32350100000000000000000052a2400000000000804140009a9999999999b93f00000000\\|
~C|mq06bhe010|h|Caminhão bomba estacionado na obra, para bombeamento de concreto.|744.87||2|
~X|mq06bhe010|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000106006761736f696c01000000000000000000803f40000000000000000000000000000000000000000000\\|
~C|op00ata010||Máquina de amarrar ferro.|0.00||7|
~C|op00ciz020||Guilhotina para aço em barras nervuradas.|0.00||7|
~C|au00auh040||Vibrador de concreto, elétrico.|0.00||8|
~C|mo043|h|Armador.|33.07||1|
~C|mo045|h|Oficial de trabalhos de concretagem.|33.07||1|
~C|mo090|h|Ajudante de armador.|31.41||1|
~C|mo092|h|Ajudante de trabalhos concretagem.|31.41||1|
~C|%|%|Custos diretos complementares|0.00||0|
~C|CAV010|m³|Viga de fundação.|0.00||0|
~T|CAV010|Viga de travamento de concreto armado, realizada com concreto C25 classe de agressividade ambiental II e tipo de ambiente urbano, brita 1, consistência S100 dosado em central, e concretagem com bomba, e aço CA-50, com uma quantidade aproximada de 60 kg/m³. Inclusive arame de atar, e separadores.
Critérios considerados na determinação do preço da unidade de obra: O preço inclui o corte, dobra e montagem da armadura em central de armaduras de obra e a posterior colocação em obra, mas não inclui a fôrmas.
Inclui: Colocação da armadura com separadores certificados. Concretagem e compactação do concreto. Coroamento e nivelamento. Cura do concreto.
Critério de medição de projeto: Volume medido sobre as seções teóricas da escavação, segundo documentação gráfica de Projeto.
Critério de quantitativos de obra: Medir-se-á o volume teórico executado segundo especificações de Projeto, sem incluir os incrementos por excessos de escavação não autorizados.
|
~D|CAV010
|mt07aco020a\\10.000
\mt07aco070f\\63.000
\mt08var050\\0.720
\mt10haf080iec\\1.050
\mq06bhe010\\0.040
\op00ciz020\\1.000
\op00ata010\\1.000
\au00auh040\\1.000
\mo043\\0.401
\mo090\\0.451
\mo045\\0.034
\mo092\\0.138
\%\\0.020
\|
~X|CAV010|INFORMACION_GENERADOR\0d0101060043415630313001000000000006000000001200616365726f20766967615f7a61706174617300080000000000000000000000000000000000000000000000010000000000000003000000000f006361765f696d6167656e5f766967610001000000000000000015006373765f6375616e20766967615f7a617061746173000100000078e60000001e0063737a5f6361765f63736c5f6373765f706173617475626f732076696761000400000000000000010000000000000000000000001900686f725f705f63696d656e7420766967615f7a617061746173001000000000000000000000000000000000000000000000000000000001000000030000000000000001000000000000000000000001000000010000000000000005000000002100686f725f736570617261646f7265732063696d656e746163696f6e65735f6361760008000000000000000000000000000000000000000000000000000000090000000000000000000000000000001f85eb51b8fe474001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|C#||Fundações|0.00||0|
~D|C#
|CA#\\1.000
\|
~C|CA#||Vigas de fundação|0.00||0|
~D|CA#
|CAV#\\1.000
\|
~C|CAV#||Vigas de fundação|0.00||0|
~D|CAV#
|CAV010\\0.000
\|
~M|CAV\CAV010|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|C#\\1.000
\|