~V|CYPE INGENIEROS, S.A.|FIEBDC-3/2002|wservigen_mal||ANSI|
~K|\2\3\3\2\2\2\2\XOF|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\0a000100001400270039020000ffffffff00000000070100c800000000000000000014400000000000000000000000908a4006000000010000000000000000407f40010001000000020002000100010002000100020001000100000000000000000000000000000000000000000000000000004940000000000000000002000000010101010000070000000000c0624000000000004ced40333333333333c33f000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000100000000000010400000000000002440000000000000264000000000000026400000010000000101010100000000010000010001000000000001000000000001000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000\\|
~C|mt01arg000a|m³|Sable criblé.|15905.87||3|
~X|mt01arg000a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f01000000010800303120303420303966666666666617409a9999999999f93f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000804140009a9999999999b93f00000000\\|
~C|mt01arg001ar|m³|Gros granulats homogénéisés, de taille maximale 15/25 mm.|16986.05||3|
~X|mt01arg001ar|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f010000000108003031203034203038537b116dc7d42940000000000000f83f0000000000789e40010100000000000000000000000000000000000000000000000001000000010d00617269646f5f6e61747572616c01000000000000000000789e400000000000804140009a9999999999b93f00000000\\|
~C|mt08aaa010a|m³|Eau.|1087.25||3|
~X|mt08aaa010a|INFORMACION_GENERADOR\#U0001000000000000000000000000000000e83f0000000000000000333333333333e33f0000000000000000333333333333e33f00000000000000009a9999999999f13f0000000000000000333333333333e33f000000000101000000000000000000000000000000000000000000000000010000000104006167756101000000000000000000408f400000000000000000009a9999999999b93f00000000\\|
~C|mt08cem000a|kg|Ciment gris en sacs.|79.01||3|
~X|mt08cem000a|INFORMACION_GENERADOR\#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\\|
~C|mq06hor010|h|Bétonnière électrique avec une capacité de gâchage de 160 l.|1611.29||2|
~C|mo020|h|Compagnon professionnel III/CP2 construction.|1567.76||1|
~C|mo112|h|Ouvrier d'exécution I/OE2 construction.|1147.59||1|
~C|mo113|h|Ouvrier d'exécution I/OE1 construction.|1129.12||1|
~C|%|%|Frais de chantier des unités d'ouvrage|0.00||0|
~C|ATR090|m³|Remblai d'assise.|0.00||0|
~T|ATR090|Remblai d'assise réalisé à ciel ouvert, avec béton non armé confectionné sur le chantier BCN: CPJ-CEM II/A 32,5 - P - B 16 - 15/25 - E: 1 - NA - P 18-305, coulage avec des moyens manuels.
Inclut: Préparation du béton. Mise en oeuvre du béton.
Critère pour le métré: Volume mesuré sur les plans des profils transversaux du Projet, qui définissent le mouvement des terres à réaliser sur chantier.
Critère pour le mémoire: On mesurera le volume réellement exécuté selon les spécifications du Projet, sans inclure les augmentations par excès d'excavation non autorisés.
|
~D|ATR090
|mt08aaa010a\\0.180
\mt01arg000a\\0.430
\mt01arg001ar\\0.806
\mt08cem000a\\347.500
\mq06hor010\\0.696
\mo020\\0.033
\mo113\\1.502
\mo112\\1.506
\%\\0.020
\|
~X|ATR090|INFORMACION_GENERADOR\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\\|
~C|A#||VRD et aménagements extérieurs|0.00||0|
~D|A#
|AT#\\1.000
\|
~C|AT#||Terrassement|0.00||0|
~D|AT#
|ATR#\\1.000
\|
~C|ATR#||Remblais et compactages|0.00||0|
~D|ATR#
|ATR090\\0.000
\|
~M|ATR\ATR090|1\1\1\1\|0.000||
~C|obra##||BC3|0.00||0|
~D|obra##
|A#\\1.000
\|