Exe
2
rend Item - descripcion unidad metrado cantidad 1.00 concreto armado 1.01 COLUMNA 1.01.01 Concreto FC=175k!cm" M# 1" $ 1.01.0" %nco&rado M" $0 1" 1.01.0# Acero '( )00 "*0 1.0" +I(A 1.0".01 Concreto FC=175k!cm" M# ) 7 1.0".0" %nco&rado M" *0 10 1.0".0# Acero '( 500 "*0 1.0# LO,A ALI(%AA 1.0#.01 Concreto FC=175k!cm" M# / 1".5 1.0#.0" %nco&rado M" 1"0 15 1.0#.0# Acero '( 700 "*0 1.0#.0* adrio 0.150.#00.#0 UN 10"0 1$0 ".0" MUO, ".01 adrio '' soa M" #0 /.* ".01 adrio kk ca2e3a M" *) 7
-
Upload
cristopher-collantes-castaneda -
Category
Documents
-
view
1 -
download
0
description
a
Transcript of Exe
Hoja1rendimiento unitarioItem - descripcionunidadmetradocantidad unidadcuadrillatiempo1.00 concreto armado1.01 COLUMNA1.01.01 Concreto FC=175kg/cm2M3126m3/dia121.01.02 EncofradoM26012m2/dia151.01.03 AceroKG800240kg/dia131.02 VIGA1.02.01 Concreto FC=175kg/cm2M387m3/dia111.02.02 EncofradoM24010m2/dia141.02.03 AceroKG500240kg/dia121.03 LOSA ALIGERADA1.03.01 Concreto FC=175kg/cm2M3912.5m3/dia111.03.02 EncofradoM212015m2/dia181.03.03 AceroKG700240kg/dia131.03.04 ladrillo 0.15x0.30x0.30UND1020160und/dia162.02 MUROS2.01 ladrillo KK sogaM2309.4m2/dia132.01 ladrillo kk cabezaM2487m2/dia17
