~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|wservigen_con||ANSI|
~K|\2\3\3\2\2\2\2\XAF|3.00\13.00\6.00\\18.00||
~X||INFORMACION_GENERADOR\Paramètres de configuration du générateur de prix\\INFORMACION_SEGSALUD_GENERADOR\Sécurité et santé\\|
~X|obra##|INFORMACION_GENERADOR\0a00010000110022000e020000ffffffff00000000070100c80000000000000000001440000000000000000000000088a34006000000010000000000000000407f40010001000000020001000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\|
~C|mt01arg000a|m³|Sable criblé.|16756.57||3|
~X|mt01arg000a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f01000000010800303120303420303966666666666617409a9999999999f93f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000003440009a9999999999b93f00000000\\|
~C|mt01arg001ag|m³|Gros granulats homogénéisés, de taille maximale 12,5 mm.|18087.52||3|
~X|mt01arg001ag|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f01000000010800303120303420303806d7dcd1ffaa2940000000000000f83f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000003440009a9999999999b93f00000000\\|
~C|mt08aaa010a|m³|Eau.|1108.78||3|
~X|mt08aaa010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000104006167756101000000000000000000408f400000000000000000009a9999999999b93f00000000\\|
~C|mt08cem000a|kg|Ciment gris en sacs.|80.57||3|
~X|mt08cem000a|INFORMACION_GENERADOR\#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\\|
~C|mq06hor010|h|Bétonnière électrique avec une capacité de gâchage de 160 l.|1716.92||2|
~C|mo045|h|Compagnon professionnel III/CP2 bétonneur.|2477.50||1|
~C|mo092|h|Ouvrier professionnel II/OP bétonneur.|1587.35||1|
~C|mo112|h|Ouvrier d'exécution I/OE2 construction.|1492.72||1|
~C|mo113|h|Ouvrier d'exécution I/OE1 construction.|1468.69||1|
~C|%|%|Frais de chantier des unités d'ouvrage|0.00||0|
~C|BGI020|m³|Béton de propreté.|0.00||0|
~T|BGI020|Béton BCN: CPJ-CEM II/A 32,5 - P - B 16 - 5/15 - E: 1 - NA - P 18-305, coulage avec des moyens manuels, pour la réalisation de couche de béton de propreté et nivellement des fonds de fondations, dans le fond de l'excavation préalablement réalisée.
Inclut: Implantation. Mise en place de touches et/ou réalisation des guides. Préparation du béton. Coulage et compactage du béton. Couronnement et arase du béton.
Critère pour le métré: Volume théorique, selon documentation graphique du Projet.
Critère pour le mémoire: On mesurera le volume théorique exécuté selon les spécifications du Projet, sans inclure les augmentations par excès d'excavation non autorisés.
|
~D|BGI020
|mt08aaa010a\\0.194
\mt01arg000a\\0.447
\mt01arg001ag\\0.838
\mt08cem000a\\373.632
\mq06hor010\\0.693
\mo045\\0.096
\mo092\\0.192
\mo113\\1.341
\mo112\\1.405
\%\\0.020
\|
~X|BGI020|INFORMACION_GENERADOR\0d01010600424749303230010000000000010000000007006368685f3030350011000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000500000000000000000000000ad7a3703dbb924001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000000000000000000000\\|
~C|B#||Aménagements extérieurs|0.00||0|
~D|B#
|BG#\\1.000
\|
~C|BG#||Gros oeuvre|0.00||0|
~D|BG#
|BGI#\\1.000
\|
~C|BGI#||Infrastructure: aciers, bétons et coffrages|0.00||0|
~D|BGI#
|BGI020\\0.000
\|
~M|BGI\BGI020|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|B#\\1.000
\|