~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|Executar Gerador de preços em HTML||ANSI|
~K|\2\3\3\2\2\2\2\EUR|3.00\0.00\0.00\\21.00||
~X||INFORMACION_GENERADOR\Parâmetros de configuração do Gerador de preços\\|
~X|obra##|INFORMACION_GENERADOR\04000046000000ffffffff00000000030100000000000000144001000000000005000000000000000030a14006000000010000000000000000407f400100010000000200020000000000000000000000000000000000000000010101010000\\|
~C|mt07aco040a|kg|Aço em barras nervuradas, A400 NR, elaborado em oficina e colocado em obra, diâmetros vários.|0.72||3|
~C|mt08var020|kg|Mistura de lama tixotrópica (bentonite) e cimento.|1.58||3|
~C|mt10haf020acdacaa|m³|Betão armado C20/25 (S4, D12, EC 1), fabricado em central, para betonar com grua.|95.70||3|
~C|mq03pae040|h|Colher mastro g. Kelly 1000x3000 mm.|84.50||2|
~C|mq03pva020|Ud|Transporte de equipamento mecânico de paredes moldadas.|3605.07||2|
~C|mq03pva040|h|Paragem de equipamento mecânico de paredes moldadas.|202.42||2|
~C|mq05pdm010|h|Compressor portátil eléctrico 2 m³/min.|3.44||2|
~C|mo046|h|Ajudante construção.|12.44||1|
~C|mo058|h|Operário especializado construção.|12.27||1|
~C|mo059|h|Operário não qualificado construção.|12.05||1|
~C|%|%|Custos directos complementares|0.00||0|
~C|CCP040|m²|Parede moldada de profundidade menor de 15 m, em terreno granular com lamas e maciços de argamassa de cimento, com betão C20/25 (S4, D12, EC 1) fabricado em central e betonagem com grua, aço A400 NR, 30 kg/m², de 45 cm de espessura.|0.00||0|
~T|CCP040|Formação de parede moldada contínua de 45 cm de espessura, em terreno granular estabilizado através da utilização de lamas e enchimento de argamassa, para valas de profundidades menores de 15 m. Betonagem contínua submerso com betão armado C20/25 (S4, D12, EC 1) fabricado em central e betonagem com grua através de tubo Tremie, com uma quantidade aproximada de aço A400 NR de 30 kg/m². Inclusive p/p de transporte e paragem de equipamento mecânico, regeneração dos fluidos estabilizadores, demolição do coroamento da parede a uma profundidade mínima de 30 cm até chegar ao betão em boas condições, limpeza e dobragem de armaduras, formação da viga de coroamento, saneamento das saliências que apareçam na sua superfície interior e que possam afectar a execução posterior do seu acabamento final, remoção de entulho, carregamento em camião e transporte a vazadouro.
Dosagem, elaboração, transporte e colocação em obra do betão: NP ENV 206. Betão: Comportamento, produção, colocação e critérios de conformidade.
Execução, controlo e documentação: EN 1538. Execution of special geotechnical works. Diaphragm walls.
Inclui: Escavação por painéis segundo a ordem projectada, com utilização de lamas tixotrópicas e argamassa de cimento. Colocação das cofragens de juntas entre painéis. Colocação da armadura. Betonagem de panéis. Recolha de lamas tixotrópicas que afloram à medida que se deita o betão e posterior regeneração. Extracção de cofragens de junta. Remoção do betão contaminado da parte superior. Repetição das operações até completar todos os painéis cumprindo a ordem prevista, evitando assim o desmoronamento das fundações contíguas. Operações de demolição e limpeza do coroamento de parede antes de executar a viga de coroamento. Cofragem, armadura e betonagem da viga de coroamento. Remoção de entulho para vazadouro.
Critério de medição de projecto: Superfície da parede projectada, com o comprimento de cálculo medido desde a parte superior do muro-guia até à profundidade teórica das armaduras e incrementada em 20 cm, segundo documentação gráfica de Projecto.
|
~D|CCP040
|mt07aco040a\\30.000
\mt08var020\\4.000
\mt10haf020acdacaa\\0.585
\mq03pva020\\0.002
\mq03pva040\\0.002
\mq03pae040\\0.352
\mq05pdm010\\0.503
\mo046\\0.354
\mo058\\0.354
\mo059\\0.177
\%\\0.020
\|
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~C|C#||Fundações|0.00||0|
~D|C#
|CC#\\1.000
\|
~C|CC#||Contenções|0.00||0|
~D|CC#
|CCP#\\1.000
\|
~C|CCP#||Paredes moldadas|0.00||0|
~D|CCP#
|CCP040\\0.000
\|
~M|CCP\CCP040|1\1\1\1\|0.000||
~C|obra##||CCP040|0.00||0|
~D|obra##
|C#\\1.000
\|