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Pressupost: 439-CEIP Dr Fleming Febrer JUSTIFICACIÓ DE PREUS Data: 21/9/2010 Pàg.: 153 PARTIDES D'OBRA Subtotal: 74,69700 74,69700 DESPESES AUXILIARS 1,00 % 0,07647 COST DIRECTE 82,42026 DESPESES INDIRECTES 0,00 % 0,00000 COST EXECUCIÓ MATERIAL 82,42026 E3F ENCEPS E3FB ARMADURES PER A ENCEPS _____________________________________________________________________________________________________________ E3FB3000 kg Acer b/corrugada B 500 S p/armadura encep. Acer en barres corrugades B 500 S de límit elàstic >= 500 N/mm2, per a l'armadura d'enceps Rend.: 1,000 Precio 1,15 € Unitats Preu EURO Parcial Import Ma d'obra A0134000 h Ajudant ferrallista 0,007 /R x 20,44000 = 0,14308 A0124000 h Oficial 1a ferrallista 0,006 /R x 23,02000 = 0,13812 Materials Subtotal: 0,28120 0,28120 B0A14200 kg Filferro recuit de diàmetre 1.3 mm 0,0061 x 1,08000 = 0,00659 D0B2A100 kg Acer en barres corrugades elaborat a l'obra i manipulat a taller B500S, de límit elàstic >= 500 N/mm2 1,000 x 0,86049 = 0,86049 Subtotal: 0,86708 0,86708 DESPESES AUXILIARS 1,50 % 0,00422 COST DIRECTE 1,15250 DESPESES INDIRECTES 0,00 % 0,00000 COST EXECUCIÓ MATERIAL 1,15250 E3F ENCEPS E3FD ENCOFRAT PER A ENCEPS _____________________________________________________________________________________________________________ E3FDD100 m2 Encofrat tauler p/encep. Encofrat amb tauler de fusta de pi per a enceps Ma d'obra Materials Rend.: 1,000 Precio 24,61 € Unitats Preu EURO Parcial Import A0123000 h Oficial 1a encofrador 0,450 /R x 23,02000 = 10,35900 A0133000 h Ajudant encofrador 0,500 /R x 20,44000 = 10,22000 Subtotal: 20,57900 20,57900 B0A31000 kg Clau acer 0,1501 x 1,15000 = 0,17262 B0DZA000 l Desencofrant 0,040 x 2,51000 = 0,10040 B0D21030 m Tauló de fusta de pi per a 10 usos 2,9997 x 0,44000 = 1,31987
Pressupost: 439-CEIP Dr Fleming Febrer JUSTIFICACIÓ DE PREUS Data: 21/9/2010 Pàg.: 154 PARTIDES D'OBRA B0D71130 m2 Tauler elaborat amb fusta de pi, de 22 mm de gruix, per a 10 usos 1,100 x 1,30000 = 1,43000 B0D31000 m3 Llata de fusta de pi 0,0038 x 211,79000 = 0,80480 Subtotal: 3,82769 3,82769 DESPESES AUXILIARS 1,00 % 0,20579 COST DIRECTE 24,61248 DESPESES INDIRECTES 0,00 % 0,00000 COST EXECUCIÓ MATERIAL 24,61248 E3Z ELEMENTS ESPECIALS PER A FONAMENTS E3Z1 CAPES DE NETEJA I ANIVELLAMENT _____________________________________________________________________________________________________________ E3Z112Q1 m2 Capa neteja+anivell. g=10cm,HM-20/P/20/I,camió Capa de neteja i anivellament de 10 cm de gruix de formigó HM-20/P/20/I, de consistència plàstica i grandària màxima <strong>del</strong> granulat 20 mm, abocat des de camió Rend.: 1,000 Precio 11,27 € Unitats Preu EURO Parcial Import Ma d'obra A0140000 h Manobre 0,150 /R x 19,25000 = 2,88750 A0122000 h Oficial 1a paleta 0,075 /R x 23,02000 = 1,72650 Materials B064500C m3 Formigó HM-20/P/40/I de consistència plàstica, grandària màxima <strong>del</strong> granulat 40 mm, amb >= 200 kg/m3 de ciment, apte per a classe d'exposició I Subtotal: 4,61400 4,61400 0,105 x 62,92000 = 6,60660 Subtotal: 6,60660 6,60660 DESPESES AUXILIARS 1,00 % 0,04614 COST DIRECTE 11,26674 DESPESES INDIRECTES 0,00 % 0,00000 COST EXECUCIÓ MATERIAL 11,26674 E4 ESTRUCTURES E44 ESTRUCTURES D'ACER E441 PILARS D'ACER _____________________________________________________________________________________________________________ E441531D kg Acer S275JR,p/pilar peça comp.,perf.lam.IP,HE,UP,treb.taller+antiox.,col.obra sold.+carg. Acer S275JR segons UNE-EN 10025-2, per a pilars formats per peça composta, en perfils laminats en calent sèrie IPN, IPE, HEB, HEA, HEM i UPN, treballat a taller i amb una capa d'imprimació antioxidant, col.locat a l'obra amb soldadura i cargols Rend.: 1,000 Precio 1,77 € Unitats Preu EURO Parcial Import Ma d'obra A0125000 h Oficial 1a soldador 0,012 /R x 23,40000 = 0,28080 A0135000 H AJUDANT SOLDADOR 0,012 /R x 20,52000 = 0,24624 Maquinària Subtotal: 0,52704 0,52704
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