Tabla de Rendimientos Completo
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Description
Partida A L B A Ñ I L E R I A
Concepto
Unidad MAMPOSTERIA
Aristas formadas por dos caras con piedra canteada y ajustadas. Fundación de piedra mayor mayor de 30 hasta 50 cm. 0.5 ancho (piedra pegada). Fundaciones con medidas menores de 0.30 (ancho x alto) si pesaran únicamente por unidad de tiempo. Muro de piedra visto tipo corriente en línea curva hasta 1.50 m de altura sobre el nivel del piso. Muro de piedra visto tipo corriente en línea curva hasta 1.60 m de altura sobre el nivel del piso. Revestimiento de muro con piedra canteada y ajustada (en línea recta) Revestimiento de muro con piedra canteada y ajustada (en línea curva) Fondo de pozo (incluyendo mampostería y concreto) de hasta 1.20 m de diámetro y 0.50m de alto.
Personal
Rendimiento
ML
1 albañil.
0.37ML/h-h
M3
1 albañil.
0.25 M 3 /h-h
M3
1 albañil.
0.38 M 3 /h-h
M3
1 albañil.
0.13 M 3 /h-h
M3
1 albañil.
0.13 M 3 /h-h
M2
1 albañil.
0.25 M 2 /h-h
M2
1 albañil.
0.25 M 2 /h-h
c/u
1 albañil.
0.14 c/u/h-h
M2 M2 M2
1 albañil. 1 albañil. 1 albañil.
1.25 M 2 /h-h 1.00 M 2 /h-h 1.00 M 2 /h-h
M2
1 albañil.
0.75 M 2 /h-h
PEGAMENTO DE LADRILLO DE OBRA Pegamento de ladrillo de obra de canto, 1er Block Pegamento de ladrillo de obra de canto, 2° Block Pegamento de ladrillo de cara puesto de lazo, 1er Block Pega Pegame ment nto o de ladr ladril illo lo de cara cara pues puesto to de lazo lazo,, 2° Block lock Pegado en ladrillo de obra puesto de canto (por cara) 1° y 2°, block. Pegado en ladrillo de obra puesto de lazo (por cara) 1° y 2°, block.
M2
1 albañil.
1.25 M 2 /h-h
M2
1 albañil.
1.00 M 2 /h-h
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Partida
A L B A Ñ I L E R
Concepto
Unidad Personal PEGAMENTO DE LADRILLO TIPO CALAVERA
Pegamento de ladrillo de canto, 1er Block Pegamento de ladrillo de canto, 2° Block Pegamento de ladrillo de lazo, 1er Block Pegamento de ladrillo de lazo, 2° Block Sisado de ladrillo de canto, 1° y 2°, Bl B lock. Sisado de ladrillo de lazo, 1° y 2°, Bl B l oc k .
M2 M2 M2 M2 M2 M2
1 1 1 1 1 1
albañil. albañil. albañil. albañil. albañil. albañil.
Rendimiento 1.25 1.00 1.00 0.75 1.25 1.00
M 2 /h-h M 2 /h-h M 2 /h-h M 2 /h-h M 2 /h-h M 2 /h-h
PEGAMENTO DE LADRILLO TIPO ARCITEX Pegamento de ladrillo de Arcitex, 1er Block Pegamento de ladrillo de Arcitex, 2° Block
c/u c/u
1 albañil. 1 albañil.
4.91 c/u/h-h 4.39 c/u/h-h
PEGAMENTO DE BLOQUES TIPO SALTEX Pegamento de bloque de concreto tipo Saltex en tapiales hasta H= 2.00 m incluyendo c olocación de refuerzo horizontal. Tapial mayor de 2.00 m de H. Hasta 3.00 m de altura. Tapial con altura entre 3.00 3.00 y 4.00 m Tapial con altura entre 4.00 y 5.00 m Pegamento de bloques de concreto tipo Saltex, 1er 1er block Pegamento de bloques de concreto tipo Saltex, 2° block
c/u
1 albañil.
18.75 c/u/h-h
c/u c/u c/u c/u
1 albañil. 1 albañil. 1 albañil. 1 albañil.
11.75 c/u/h-h 7.5 c/u/h-h 7.5 c/u/h-h 15.0 c/u/h-h
c/u
1 albañil.
12.0 c/u/h-h
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Partida
A L B A Ñ I L E R
Concepto
Unidad CELOSIA DE BARRO.
Personal
Rendimiento
Pegamento de celosía de barro sisado tipo incunado, c/u 1 albañil. 7.50 de 24.0 x 15.0 cms Pegamento de celosía de barro sisado tipo vertical, de c/u 1 albañil. 7.50 24.0 x 15.0 cms PEGAMENTO DE LADRILLO DE BARRO MOLDEADO AL VACIO DE 9 x 14 x 28 cms Pegamento de la l adrillo de lazo, 1er Block M2 1 albañil. 1.15 Pegamento de ladrillo de lazo, 2° Block M2 1 albañil. 1.00 2 Pegamento de ladrillo de canto, 1er Block M 1 albañil. 1.00 Pegamento de ladrillo de canto, 2° Block M2 1 albañil. 0.75
c/u/h-h c/u/h-h
M 2 /h-h M 2 /h-h M 2 /h-h M 2 /h-h
REPELLOS Repellos en fachadas o paredes exteriores sobre 6m de h. Repellos horizontales cara superior. Repellos de marquesinas menores de 1.00m de ancho hasta 30cms de ancho (menores de 20 cm se pesaran como cuadrados) Repellos en pavimentos. Repellos de repisas salientes en paredes con tres aristas y cortadotas. Repello revocado sin paredes verticales
M2
1 albañil.
0.88 M 2 /h-h
M2
1 albañil
2.5 M2 /h-h 1.5 ML/h-h
ML
1 albañil
M2 ML
1 albañil 1 albañil
1.88 M 2 /h-h 0.63 ML/h-h
M2
1 albañil
2 5 M2 /h-h
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Partida
A
Concepto Repellos de vigas salientes sobre paredes hasta 0.50m de perímetro con una arista. Repellos de vigas salientes de mayor medida de perímetro con una arista.
Unidad
Personal
Rendimiento
ML
1 albañil
2.5 ML/h-h
ML
1 albañil
1.88 ML/h-h
ML ML ML
1 albañil 1 albañil 1 albañil
11.00 ML/h-h 3.00 ML/h-h 1.00 ML/h-h
M2
1 albañil
4.35 M 2 /h-h
ML
1 albañil
4.00 ML/h-h
ML
1 albañil
2.75 ML/h-h
ML
1 albañil
18.00 ML/h-h
M2 M2 M2 M2
1 1 1 1
AFINADOS L B A Ñ I L E R
Afinado de arista en general. Afinados de corta gotas en general, incluyendo aristas. Afinados en columnas aisladas menor de 0.51 m de perímetro incluyendo aristas. Afinados en columnas aisladas mayores de 0.51 m de perímetro incluyendo aristas. Afinados en columnas cilíndricas mayor de 0.51 m de perímetro Afinados en columnas cilíndricas menor de 0.51 m de perímetro. Afinados de cuadrados en general hasta 20 cm. De ancho Afinados superficiales verticales Afinados superficies horizontales (cielos) Afinados superficies horizontales cara superior Afinados superficies curvas
albañil albañil albañil albañil al
9.00 4.75 9.00 7 75
M 2 /h-h M 2 /h-h M 2 /h-h M2 /h-h
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Partida
A L B A Ñ I
Concepto Enchapado Enchapado Enchapado Enchapado Enchapado Enchapado
de de de de de de
R
M2 M2 M2 M2 M2 M2
lajas mil hojas lajas con sisa en pared mosaicos piedra de mar en paredes piedra volcánica piedra cuarta
Personal
Rendimiento
1 1 1 1 1 1
0.14 0.38 0.36 0.25 0.14 3.85
albañil albañil albañil albañil albañil albañil
M2 /h-h M2 /h-h M2 /h-h M2 /h-h M2 /h-h M2 /h-h
ENTEJADOS Teja volteada pegada
ML
Entejado en general sin teja volteada, incluyendo capotes o tejas pegadas
M2
1 albañil 1 ayudante 1 albañil 1 ayudante
1.5 1.5 ML/h-h ML/h-h
1 albañil 1 ayudante
2.85 .85 M 2 /h-h
1.7 M2 /h-h
EMPEDRADOS Empedrados con piedra cuarta
L E
Unidad ENCHAPADOS
M2
HORMIGONEADO Hormigoneado Hormigoneado Hormigoneado Hormigoneado
en cielos en paredes ornamental en paredes en cielos re recortados
M2 M2 M2 M2
PEGADO DE TUBERIAS
1 1 1 1
albañil albañil albañil albañil
3.5 M2 /h-h 5.0 M2 /h-h 2.00 M2 /h-h 2.50 M2 /h-h
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Partida
Concepto
Unidad
Pegado de tubería de concreto ø 12”
ML
Pegado de tubería de concreto ø 18”
ML
Pegado de tubería de concreto ø 14” incluye acuñado
ML
Pegado de tubería de concreto ø 30” incluye acuñado
ML
Pegado de tubería de concreto ø 36” incluye acuñado
ML
Pegado de tubería de concreto ø 48” incluye acuñado
ML
Pegado de tubería de concreto ø 60” incluye acuñado
ML
A L B A Ñ I L E R
Tubería galvanizada ø ¾” Tubería galvanizada ø 1” Tubería galvanizada ø 11/2”
SIFONES
Personal
Rendimiento
1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante 1 albañil 1 ayudante
0.86 0.86 ML/h-h ML/h-h 0.57 0.57 ML/h-h ML/h-h 0.36 0.36 ML/h-h ML/h-h 0.29 0.29 ML/h-h ML/h-h 0.21 0.21 ML/h-h ML/h-h 0.14 0.14 ML/h-h ML/h-h 0.07 0.07 ML/h-h ML/h-h 7.14 7.14 ML/h-h ML/h-h 5.71 5.71 ML/h-h ML/h-h 4.84 4.84 ML/h-h ML/h-h
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Partida
A
Concepto
Unidad
Personal
Rendimiento
Base forjada, enladrillada o pucica p/closet hasta 0.70 m de ancho. Cordón forjado, repellado o afinado en rampa de garaje en entradas. Parqueos
ML
1 albañil.
0.63ML/h-h
ML
1 albañil.
1.25 ML/h-h
ML
1 albañil.
1.25 ML/h-h
Galloheacos forjados con plantilla. Hechura de viguetas con ladrillo Zap Colocación de vigueta vigueta tipo Copresa y bloque bloque tipo Saltex para entrepiso.
M2 ML M2
1 albañil. 1 albañil. 1 albañil.
4.30 M 2 /h-h 2.5 ML/h-h 1.34 M 2 /h-h
L B A
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Partida A
Concepto
Unidad
Personal
Rendimiento
Colocación de tapones Ho.Fo.
c/u
2 auxiliares
0.28 c/u/h-h
c/u c/u
A
Cilindro de piedra (D=1.80m)
ML
Ñ
Fundación de pozo (D=2.20m)
c/u
1 albañil 1 auxiliar 1 albañil 2 auxiliares 1 albañil 2 auxiliares 1 albañil 3 peones
0.29 0.29 c/u/hc/u/h-h h
B
Construcción y colocación de tapón de concreto armado con su anillo Fundación de pozo (D=1.80m)
L
0.14 0.14 c/u/hc/u/h-h h 0.21ML/h-h 0.14 0.14 c/u/hc/u/h-h h
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Partida
Concepto
Unidad
Personal
Rendimiento
C
Moldeado de mochetas para puertas y ventanas Moldeado de cargaderos de ventanas Moldeado de escalerones: gradas hasta 1.00m de ancho, de 10 a 19.5cm de contrahuella, de 25 a 30 cm de huella incluyendo moldeado de la viga de apoyo Moldeado de nervios Moldeado de columnas
ML ML c/grada
1 carpintero 1 carpintero 2 carpinteros
2.50 ML/h-h 4.00 ML ML/h-h 0.52 grada/h-h
M2 M2
1 carpintero 1carpintero 1 ayudante 1carpintero 1 ayudante
14.40 M2 /h-h 0.76 .76 M 2 /h-h
A R P
Moldeado de tapones
ML
2.42 2.42 ML/h-h ML/h-h
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Partida
C A R P I N T
Concepto
Unidad
Personal
Rendimiento
Moldeado de tapones
ML
2.50 2.50 ML/h-h ML/h-h
Moldeado de mochetas
ML
Moldeado de esquineras
ML
Moldeado de solera intermedia
ML
Moldeado de solera de coronamiento
ML
1carpintero 1 ayudante 1carpintero 1 ayudante 1carpintero 1 ayudante 1carpintero 1 ayudante 1carpintero 1 ayudante
2.14 2.14 ML/h-h ML/h-h 2.00 2.00 ML/h-h ML/h-h 4.05 4.05 ML/h-h ML/h-h 2.35 2.35 ML/h-h ML/h-h
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Partida C O N C R E T O
Concepto Hechura y colocación de concreto en vigas Hechura y colocación de concreto en losa densa Hechura y colocación de concreto en huecos verticales en paredes de bloque Colado de pedestales Colado de tensores
Maq. Y Equipo
Unidad
Personal
Rendimiento 3
Tiemp.
3
6 Auxiliares
0.04 M /h-h
1hora
Manual, baldeo varillas Concretera
M
M3
4 Auxiliares
0.19 M3 /h-h
1hora
Manual
M3
3 Auxiliares
1.98 M3 /h-h
1hora
Concretera 1 bolsa Concretera
M3
3 Auxiliares
0.10 M3 /h-h
1hora
M3
3 Auxiliares
0 15 M3 /h-h
1hora
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