METRADOS ESTRUCTURAS OBRAS EXT IE 20975 MODIFICADO
Miguel Antonio Porras Valdiviavisibility
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This document presents modifications to the structural analysis and estimation guidelines for construction works in compliance with the standards specified in IE 20975. It includes a detailed breakdown of material requirements, cost estimations, and construction methodologies for various components such as concrete foundations, beams, slabs, and masonry walls. The guidelines aim to enhance the accuracy of project cost assessments and ensure adherence to safety and quality standards in construction practices.
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Catalogo
INCL. CIMBRADO, HABILITADO, COLADOY DESCIMBRADO. PZA 4.000000 7) 5DADO001 DADO DE CONCRETO ( D1 )DE 30X30 CMS DE SECCION DE CONCRETO F´C= 200 KG/CM2 PARA ANCLAJE DE CASTILLOS ARMADOS. INCLUYE: HABILITADO, COLADO, MATERIALES Y MANO DE OBRA. ML 5.000000 8) 5DADO006 DADO DE CONCRETO ( D1 )DE 30X30 CMS DE SECCION DE CONCRETO F´C= 200 KG/CM2 PARA ANCLAJE DE COLUMNAS. INCLUYE: HABILITADO, COLADO, MATERIALES Y MANO DE OBRA. ML 1.000000 9) 5DADO007 DADO DE CONCRETO ( D2 )F´C= 200 KG/CM2 DE 20X40 CMS DE SECCION REFORZADO CON 2 ARMEX 15-15-4 FY=4200KG/CM2 . INCLUYE: HABILITADO, COLADO, Y DESCIMBRADO. ML 5.000000
Coleccion tablas graficas TC
Este documento está basado en versiones anteriores desarrolladas por:
Locomotiva o Sick Man of Europe? Le prospettive delleconomia tedesca
Vladimiro Giacché e Michele Tonoletti, Locomotiva d’Europa o Sick Man of Europe? Le prospettive dell’economia tedesca, Focus, Banca del Fucino, giugno 2024
HOJA DE SUSTENTO DE METRADOS ESTRUCTURA
COLEGI O
: ANDRES AVELI NO CACERES
PROYECTI STA
FECHA
: RENZO GUTTI CORTEZ
: MAYO 2013
PARTIDA
DESCRIPCIÓN
UND
MEDIDAS
CANT
LARGO
01
OBRAS EXTERIORES (CISTERNA, TANQUE ELEVADO Y VEREDAS)
01.01
OBRAS PROVISIONALES
01.01.01
CARTEL DE IDENTIFICACION DE 3.60x7.20m.
ANCHO
PARCIAL
pza
2.00
2.00
01.01.02
ALMACEN OFICINA Y CASETA DE GUARDIANIA
2.00
m2
72.00
9.00
01.01.03
CERCO PROVISIONAL DE ESTERAS
8.00
72.00
m
520.00
520.00
01.01.04
01.01.05
01.01.06
MOVILIZACION Y DESMOVILIZACION DE EQUIPOS
TRABAJOS PRELIMINARES
01.02.01
TRAZO Y REPLANTEO PRELIMINAR
1.00
1.00
1.00
1.00
1.00
1.00
1.00
glb
IMPLEMENTOS DE PLAN DE SEGURIDAD
01.02
520.00
vje
FLETE TERRESTRE DE MATERIALES DIVERSOS
1.00
glb
1.00
m2
1,500.00
1,500.00
01.03
MOVIMIENTO DE TIERRAS
01.03.01
EXCAVACION DE ZANJAS PARA CISTERNA H=2.0m
01.03.02
01.03.04
01.03.05
5.80
3.00
1.75
30.45
2.00
3.00
0.70
0.35
1.47
1.00
3.00
1.10
0.35
1.16
2.00
3.30
0.70
0.35
1.62
2.00
3.30
0.10
0.05
0.03
4.00
1.60
0.10
0.05
0.03
2.00
1.90
0.15
0.35
0.20
Excavacion 1.25
1.00
35.00
base de cisterna 1.25
-1.00
6.66
volumen de la cisterna 1.25
-1.00
5.40
RELLENO CON MATERIAL PROPIO
m3
2.10
0.60
0.20
-0.32
0.40
0.20
1.60
-0.64
cimientos 1.25
-1.00
0.38
-0.48
Excavacion 1.30
1.00
35.00
45.50
Relleno 1.30
-1.00
7.00
-9.10
1.00
35.00
45.50
1.00
5.40
1.10
5.94
-1.00
2.70
0.20
-0.54
-1.00
7.00
1.00
5.40
1.10
5.94
-2.00
2.70
0.20
-1.08
1.00
5.80
3.00
0.60
10.44
2.00
1.90
0.40
0.60
0.91
1.00
1.40
0.13
0.35
0.06
1.00
1.40
0.07
0.25
0.02
1.00
1.10
0.13
0.35
0.05
1.00
1.10
0.07
0.25
0.02
1.00
1.60
0.13
0.25
0.05
1.00
0.87
0.13
0.25
0.03
1.00
1.40
0.35
0.49
1.00
1.40
0.25
0.35
1.00
1.10
0.35
0.39
m3
BOMBEO DE NAPA FREATICA
01.04.01.03
SOBRECIMIENTO, ENCOFRADO Y DESENCOFRADO
-9.10
4.90
m3
cisterna
SOBRECIMIENTO, CONCRETO 1:8 + 25% P.M.
5.40
m2
zona de veredas
01.04.01.02
36.40
m2
AFIRMADO DE 8"
OBRAS DE CONCRETO SIMPLE
36.40
m3
ESCARIFICADO Y COMPACTADO
CIMIENTOS CORRIDOS 1:10 + 30 % P.G.
-27.00
-1.00
ELIMINACION DE MATERIAL ACARREADO
01.04.01.01
1.60
-4.00
ACARREO INTERNO, MATERIAL PROVENIENTE DE EXCAVACIONES
01.04
-8.33
2.50
1.25
Relleno 1.30
01.03.07
7.00
43.75
pinto de columnas C-1 1.25
zona de veredas
01.03.06
35.00
1.00
Excavacion 1.30
01.03.03
1,500.00
m3
cisterna
TOTAL
ALTO
10.40
m3
0.90
m3
0.20
m3
2.70
Página 1 de 4
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01.04.01.04
01.04.01.05
DADO DE APOYO - CONCRETO F'C=175 KG/CM2
1.00
1.10
0.25
0.28
2.00
1.60
0.25
0.80
2.00
0.87
0.25
0.44
1.00
0.70
0.15
0.05
2.00
1.20
0.15
0.36
m3
ENCOFRADO Y DESENCOFRADO EN DADOS DE APOYO
0.10
0.50
m2
1,415.90
01.04.02
VEREDAS EXTERIORES
01.04.02.01
VEREDA CONCRETO 175Kg/Cm2 E=4" SEMIPULIDO Y BRUÑADO
m2
1.00
473.84
473.84
01.04.02.02
SARDINEL H=0.50m. Fc=175 Kg/Cm2 Acabdo 1:2
m
1.00
248.60
248.60
01.04.02.03
ENCOFRADO DE SARDINEL
m2
1.00
124.30
124.30
01.04.02.04
CURADO CON AGUA
m2
1.00
473.84
473.84
01.04.02.05
JUNTA DE DILATACAION
m
1.00
95.00
95.00
01.05.01.01
OBRAS DE CONCRETO ARMADO
01.05.01.01.01 CONCRETO f'c=210Kg/cm2 - COLUMNAS
m3
6.30
C-1
4.00
0.40
0.40
8.74
5.59
NC-A
3.00
0.25
0.10
2.20
0.17
CA-1
6.00
0.25
0.13
2.20
0.43
CA-1
2.00
0.25
0.13
1.57
0.10
4.00
0.80
8.74
27.97
4.00
0.30
8.34
10.01
4.00
0.50
6.54
13.08
NC-A
3.00
0.60
2.20
3.96
CA-1
6.00
0.63
2.20
8.32
CA-1
2.00
0.63
1.57
1.98
01.05.01.01.02 ENCOFRADO Y DESENCOFRADO EN COLUMNAS
m2
C-1
01.05.01.01.03 ACERO DE REFUERZO fy=4,200 kg/cm2
kg
65.30
# veces
cantidad
longitud
densidad
1,617.00
C-1
Ø 3/4"
4.00
8.00
13.94
2.24
999.22
Ø 3/8"
4.00
78.00
1.70
0.56
297.02
Ø 3/8"
4.00
78.00
1.30
0.56
227.14
Ø 1/2"
3.00
1.00
3.10
0.99
9.21
Ø 1/2"
3.00
1.00
2.60
0.99
7.72
Ø 1/4"
3.00
11.00
0.50
0.25
4.13
NC-A
CA-1
Ø 3/8"
6.00
4.00
3.10
0.56
41.66
Ø 1/4"
6.00
13.00
0.84
0.25
16.38
CA-1
Ø 3/8"
2.00
4.00
2.22
0.56
9.95
Ø 1/4"
2.00
11.00
0.84
0.25
4.62
8.00
1.90
0.25
0.50
1.90
2.10
01.05.01.02.01 CONCRETO f'c=210Kg/cm2 - VIGAS
m3
vigas
4.10
8.00
2.10
0.25
0.50
corte c-c
1.00
2.10
0.13
0.10
0.03
ducto
4.00
0.46
0.09
0.15
0.02
2.00
1.90
1.05
3.99
2.00
2.10
1.05
4.41
4.00
1.90
1.25
9.50
4.00
2.10
1.25
10.50
2.00
1.90
1.05
3.99
2.00
2.10
1.05
4.41
corte c-c
1.00
2.10
0.20
0.42
ducto
2.00
0.46
0.30
0.28
0.39
0.36
01.05.01.02.02 ENCOFRADO Y DESENCOFRADO EN VIGAS
m2
37.90
2.00
01.05.01.02.03 ACERO DE REFUERZO fy=4,200 kg/cm2
kg
# veces
0.46
cantidad
longitud
densidad
522.00
Vigas
Ø 5/8"
6.00
4.00
3.45
1.55
Ø 3/8"
6.00
8.00
1.60
0.56
128.34
43.01
Ø 5/8"
6.00
4.00
3.65
1.55
135.78
Ø 3/8"
6.00
9.00
1.60
0.56
48.38
Ø 3/4"
2.00
4.00
3.45
2.24
61.82
Ø 3/8"
2.00
8.00
1.60
0.56
14.34
Ø 3/4"
2.00
4.00
3.65
2.24
65.41
Página 2 de 4
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corte c-c
ducto
Ø 3/8"
2.00
9.00
1.60
0.56
16.13
Ø 3/8"
1.00
2.00
2.45
0.56
2.74
Ø 1/4"
1.00
9.00
0.26
0.25
0.59
Ø 3/8"
4.00
2.00
0.90
0.56
4.03
4.00
5.00
0.30
0.25
1.50
Ø 1/4"
01.05.01.02.04 MANGUITO PVC-SAL 1 1/2" X 10CM FIERRO 1/2" 80CM
und
6.00
6.00
01.05.01.03.01 CONCRETO f'c=210Kg/cm2 - LOSAS MACIZAS
6.00
m3
01.05.01.03.02 ENCOFRADO Y DESENCOFRADO EN LOSA MACIZA
1.00
1.00
2.20
2.10
0.20
0.92
2.00
1.90
0.15
0.20
0.11
1.00
2.20
2.10
m2
5.20
2.00
01.05.01.03.03 ACERO DE REFUERZO fy=4,200 kg/cm2
kg
# veces
1.00
01.05.01.04.01 CONCRETO f 'c=210 kg/cm2 EN CISTERNA
1.90
cantidad
4.62
0.15
longitud
12.00
0.57
densidad
2.95
0.56
61.00
19.82
1.00
7.00
2.95
0.56
11.56
1.00
11.00
3.15
0.56
19.40
1.00
6.00
3.15
0.56
10.58
2.00
5.20
0.70
0.50
3.64
2.00
0.60
0.45
0.50
0.27
2.00
1.60
0.70
0.50
1.12
2.00
1.60
0.25
0.50
0.40
1.00
2.10
0.60
0.30
0.38
2.00
1.60
1.65
0.15
0.79
4.00
1.50
0.10
0.05
0.03
4.00
1.55
0.10
0.05
0.03
2.00
5.40
0.20
1.70
3.67
1.43
m3
14.50
Base inferior
Paredes laterales
2.00
2.10
0.20
1.70
pinto de columnas C-1
4.00
0.40
0.20
1.85
0.59
techo
1.00
5.40
2.50
0.15
2.03
tapa
-1.00
0.63
0.63
0.15
-0.06
2.00
0.83
0.10
0.50
0.08
2.00
0.63
0.10
0.50
0.06
desnivel
2.00
2.10
0.20
0.84
2.00
0.60
0.20
0.24
Paredes laterales exterior
2.00
5.40
1.85
19.98
2.00
2.50
1.85
9.25
Paredes laterales interior
2.00
5.00
1.70
17.00
7.14
01.05.01.04.02 ENCOFRADO Y DESENCOFRADO EN CISTERNA
m2
70.80
2.00
2.10
1.70
pinto de columnas C-1
8.00
0.20
1.85
2.96
techo
1.00
5.00
2.10
10.50
tapa
-1.00
0.63
0.63
-0.40
4.00
0.63
0.65
1.64
4.00
0.83
0.50
1.66
01.05.01.04.03 ACERO DE REFUERZO fy=4,200 kg/cm2
kg
#veces
cantidad
longitud
densidad
898.00
Ø 1/2"
1.00
36.00
3.70
0.99
131.87
Ø 1/2"
1.00
8.00
3.30
0.99
26.14
Ø 1/2"
2.00
4.00
6.50
0.99
51.48
Ø 1/2"
2.00
11.00
3.50
0.99
76.23
Ø 1/2"
2.00
9.00
1.40
0.99
24.95
Ø 1/2"
1.00
8.00
2.20
0.99
17.42
Ø 1/2"
1.00
14.00
1.40
0.99
19.40
Ø 1/2"
4.00
9.00
1.40
0.99
49.90
Ø 1/2"
2.00
6.00
1.00
0.99
11.88
Ø 3/8"
2.00
14.00
5.70
0.56
89.38
Ø 3/8"
2.00
14.00
2.80
0.56
43.90
Ø 3/8"
2.00
18.00
2.65
0.56
53.42
Ø 3/8"
2.00
34.00
2.65
0.56
100.91
Ø 3/8"
1.00
18.00
5.55
0.56
55.94
Ø 3/8"
2.00
8.00
2.55
0.56
22.85
Ø 3/8"
2.00
28.00
2.65
0.56
83.10
Ø 3/8"
1.00
10.00
1.85
0.56
10.36
Ø 1/2"
2.00
2.00
2.00
0.99
7.92
Ø 1/2"
2.00
2.00
1.70
0.99
6.73
Ø 3/8"
4.00
2.00
0.95
0.56
4.26
Ø 3/8"
2.00
5.00
1.10
0.56
6.16
paredes
techo
tapa
Página 3 de 4
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Ø 3/8"
01.05.02.01
01.05.02.02
2.00
3.00
1.10
0.56
3.70
fondo
1.00
2.20
2.10
0.20
0.92
2.00
1.90
0.15
0.20
0.11
paredes
2.00
2.90
0.20
1.58
1.83
2.00
2.30
0.20
1.58
1.45
2.00
0.40
0.40
1.58
0.50
techo
1.00
2.90
2.70
0.15
1.17
tapa
-1.00
0.63
0.63
0.15
-0.06
2.00
0.83
0.10
0.15
0.02
2.00
0.63
0.10
0.15
0.02
fondo
1.00
2.20
2.10
2.00
1.90
0.15
paredes
2.00
5.60
2.00
4.33
techo
1.00
2.30
1.70
2.00
1.90
0.40
1.52
-1.00
0.63
0.63
-0.40
4.00
0.63
0.30
0.76
4.00
0.83
0.15
0.50
CONCRETO f'c=210Kg/cm2 - TANQUE ELEVADO
m3
ENCOFRADO Y DESENCOFRADO EN TANQUE ELEVADO
6.00
m2
44.40
tapa
01.05.02.03
ACERO DE REFUERZO fy=4,200 kg/cm2
kg
fondo
paredes
techo
tapa
01.06
MUROS Y TABIQUES DE ALBAÑILERIA
01.06.01
MURO DE LADRILLO KK TIPO IV SOGA M:1:1:4 E=1.5 cm
01.06.02
01.06.03
MURO DE LADRILLO KK TIPO IV CANTO M:1:1:4 E=1.5cm
ALAMBRE # 8 REFUERZO HORIZONTAL EN MUROS
# veces
cantidad
longitud
4.62
0.57
1.73
19.32
1.58
13.64
3.91
densidad
366.00
Ø 3/8"
2.00
9.00
3.15
0.56
31.75
Ø 3/8"
2.00
10.00
2.95
0.56
33.04
Ø 3/8"
2.00
24.00
2.60
0.56
69.89
Ø 3/8"
2.00
18.00
2.60
0.56
52.42
Ø 3/8"
2.00
14.00
3.15
0.56
49.39
Ø 3/8"
2.00
14.00
2.95
0.56
46.26
Ø 3/8"
4.00
7.00
1.56
0.56
24.46
Ø 3/8"
1.00
6.00
3.05
0.56
10.25
Ø 3/8"
2.00
2.00
1.29
0.56
2.88
Ø 3/8"
1.00
4.00
3.05
0.56
6.83
Ø 3/8"
2.00
2.00
1.29
0.56
2.88
Ø 3/8"
2.00
3.00
2.85
0.56
9.58
Ø 3/8"
1.00
3.00
2.02
0.56
3.39
Ø 3/8"
2.00
2.00
2.85
0.56
6.38
Ø 3/8"
1.00
2.00
2.02
0.56
2.26
Ø 1/2"
1.00
2.00
2.03
0.99
4.02
Ø 1/2"
2.00
2.00
1.65
0.99
6.53
Ø 3/8"
4.00
1.00
0.95
0.56
2.13
Ø 3/8"
2.00
4.00
0.30
0.56
1.34
Ø 3/8"
2.00
2.00
0.30
0.56
0.67
1.00
1.40
1.85
2.59
1.00
1.10
1.85
2.04
1.00
1.60
1.22
1.95
1.00
0.87
1.85
1.61
2.00
0.46
1.22
1.12
m2
8.20
m2
kg
1.10
# veces
cantidad
longitud
densidad
8.00
1.00
12.00
2.05
0.11
2.71
2.00
12.00
0.73
0.11
1.91
1.00
12.00
1.52
0.11
2.01
2.00
6.00
0.73
0.11
0.96
Página 4 de 4
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Ελληνική Μαθηματική Εκπαίδευση και αξιολόγηση PISA
"Ελληνική Μαθηματική Εκπαίδευση και αξιολόγηση PISA", Ινστιτούτο Εκπαιδευτικής Πολιτικής, Αθήνα, Νοέμβριος 2019. ISBN 978-618-5324-18-6, 2019
“A Study on the Perception Towards the Agricultural Finance Provided by the Banks in Rural Areas”
PARIPEX INDIAN JOURNAL OF RESEARCH, 2022
Expression differentiation of CYC-like floral symmetry genes correlated with their protein sequence divergence in Chirita heterotricha (Gesneriaceae)
Development Genes and Evolution, 2008
Correcting Angular Limb Deformities of Radius-Ulna and Tibia in Nine Dogs Using Computer-Assisted Spider Frame System
Kafkas Universitesi Veteriner Fakultesi Dergisi, 2022
Applications of W Algebras to BF Theories, QCD and 4D Gravity
Modern Physics Letters A, 1992
Finance, Growth, and Institutions in Latin America: What are the Links?
Latin American Journal of Economics: formerly Cuadernos de Economía, 2013
Impact of HRM Practices on Employee productivity in times of Covid19 pandemic
International Journal of Productivity and Quality Management, 2021
Constructing the health care system in Greece: responsibility and powerlessness
British Journal of Health Psychology, 2013
Holographic complexity of rotating black holes
arXiv (Cornell University), 2020