~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|wservigen_bra||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|mt07aco020d|Un|Separador certificado para cortinas.|0.16||3|
~X|mt07aco020d|INFORMACION_GENERADOR\#U0001003bdf4f8d976eb23f000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f00000000010100000000000000000000000000000000000000000000000001000000010800706c61737469636f0100000000ba490c022b87863f00000000001c9540009a9999999999b93f01000000010a00706170656c5f6361727401000000003bdf4f8d976eb23f00000000001c9540009a9999999999b93f\\|
~C|mt07aco070f|kg|Aço em barras nervuradas, CA-50, de vários diâmetros, segundo ABNT NBR 7480.|11.66||3|
~X|mt07aco070f|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003137203034203035b81e85eb51b87e3fcdcccccccccc0040000000000000f03f010100000000000000000000000000000000000000000000000001000000010500616365726f0100000000000000000000f03f00000000001c9540009a9999999999b93f00000000\\|
~C|mt07sep010ab|Un|Separador certificado de plástico, para armaduras de fundações de vários diâmetros.|0.40||3|
~X|mt07sep010ab|INFORMACION_GENERADOR\#U0001003bdf4f8d976eb23f000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f00000000010100000000000000000000000000000000000000000000000001000000010800706c61737469636f0100000000ba490c022b87863f00000000001c9540009a9999999999b93f01000000010a00706170656c5f6361727401000000003bdf4f8d976eb23f00000000001c9540009a9999999999b93f\\|
~C|mt08dba010d|l|Agente desmoldante, à base de óleos especiais, emulsionante em água, para fôrmas metálicas, fenólicas ou de madeira.|4.56||3|
~X|mt08dba010d|INFORMACION_GENERADOR\#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\\|
~C|mt08ebr010c|m²|Painel de madeira compensada, resinado de 12 mm de espessura, com faces e bordas retas revestidas com resina fenólica, segundo NBR ISO 1096.|16.93||3|
~X|mt08ebr010c|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003137203032203031cdcccccccccc1c409a9999999999f13fcdcccccccccc1c40010100000000000000000000000000000000000000000000000001000000010b006d61646572615f636f6e740100000000cdcccccccccc1c400000000000004940009a9999999999b93f00000000\\|
~C|mt08ebr030a|Un|Escora metálica telescópica, até 3 m de altura.|61.76||3|
~C|mt08ebr050|m|Sarrafo de madeira serrada, de pinus (pinus spp), de 2,5x7 cm, de 2ª qualidade, segundo ABNT NBR 11700.|3.33||3|
~X|mt08ebr050|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33ffca9f1d24d62503f333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f01000000010800313720303220303120d26f5f07ce693f9a9999999999f13fcdccccccccccf03f0101000000000000000000000000000000000000000000000000010000000113006d61646572615f6173655f70696e6f73696c760100000000cdccccccccccf03f0000000000004940009a9999999999b93f01000000010800706c61737469636f0100000000fca9f1d24d62503f0000000000004940009a9999999999b93f\\|
~C|mt08var050|kg|Arame galvanizado para atar, de 1,30 mm de diâmetro.|3.79||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.|344.88||3|
~X|mt10haf080iec|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003137203031203031d6027b4ca4140840000000000000f83f000000000088a340010100000000000000000000000000000000000000000000000001000000010b00686f726d69676f6e5f32350100000000000000000088a3400000000000804140009a9999999999b93f00000000\\|
~C|mq06bhe010|h|Caminhão bomba estacionado na obra, para bombeamento de concreto.|700.32||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.|31.99||1|
~C|mo044|h|Montador de fôrmas.|31.99||1|
~C|mo045|h|Oficial de trabalhos de concretagem.|31.99||1|
~C|mo090|h|Ajudante de armador.|30.15||1|
~C|mo091|h|Ajudante de montador de fôrmas.|30.15||1|
~C|mo092|h|Ajudante de trabalhos concretagem.|30.15||1|
~C|%|%|Custos diretos complementares|0.00||0|
~C|CVF010|m³|Fosso de elevador.|0.00||0|
~T|CVF010|Fosso de elevador ao nível da fundação, através de caixa 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 50 kg/m³. Inclusive armaduras para execução das vigas perimetrais e dos reforços, armaduras de arranque, arame de atar, separadores e líquido desmoldante, para evitar a aderência do concreto às fôrmas.
Critérios considerados na determinação do preço da unidade de obra: O preço inclui o montagem e desmontagem do sistema de escoramento e fôrmas e o corte, dobra e montagem da armadura em seu lugar definitivo de colocação em obra.
Inclui: Implantação e traçado dos elementos. Colocação de separadores e fixação das armaduras. Montagem do sistema de escoramento e fôrmas. Concretagem e compactação do concreto. Desmontagem do sistema de escoramento e fôrmas. Cura do concreto.
Critério de medição de projeto: Volume medido sobre as seções teóricas de cálculo, segundo documentação gráfica de Projeto.
Critério de quantitativos de obra: Medir-se-á o volume teórico executado segundo especificações de Projeto.
|
~D|CVF010
|mt08ebr010c\\0.417
\mt08ebr050\\2.250
\mt08ebr030a\\0.067
\mt08dba010d\\0.150
\mt07sep010ab\\4.000
\mt07aco020d\\8.000
\mt07aco070f\\52.500
\mt08var050\\0.200
\mt10haf080iec\\1.100
\mq06bhe010\\0.064
\op00ciz020\\1.000
\op00ata010\\1.000
\au00auh040\\1.000
\mo044\\0.335
\mo091\\0.335
\mo043\\0.398
\mo090\\0.596
\mo045\\0.311
\mo092\\0.621
\%\\0.020
\|
~X|CVF010|INFORMACION_GENERADOR\0d01010600435646303130010000000000010000000007006376665f303130003000000000000000000000000000000000000000000000000000000000000000000000000100000003000000000000000100000000000000000000000100000001000000000000000a00000000000000310000000000000000000000000000000000000001000000000000000300000000000000000000000000000000000000000000000b00000000000000ea010000000000000100000000000000000000000000000000000000010000000b000000000000000300000000000000000000000a00000000000000000000008fc2f5285c6f414001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|C#||Fundações|0.00||0|
~D|C#
|CV#\\1.000
\|
~C|CV#||Elementos singulares|0.00||0|
~D|CV#
|CVF#\\1.000
\|
~C|CVF#||Fosso do elevador|0.00||0|
~D|CVF#
|CVF010\\0.000
\|
~M|CVF\CVF010|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|C#\\1.000
\|