MODELO DE AVALUO
Páginas: 11 (2686 palabras)
Publicado: 19 de febrero de 2015
PROYECTO: XXXXX
AVALUO Nº XX
del 24 de Noviembre del 2009 al 9 de Febrero del 2010
ITEM
DESCRIPCION
U/M
CANTIDAD
COSTO
UNITARIO
U.S. $
PRELIMINARES
10.
COSTO TOTAL
U.S. $
AVANCE ANTERIOR
%
COSTO
PESADO CANTIDAD
AVANCE PERIODO
%
CANTIDAD
COSTO
AVANCE ACUMULADO
%
SALDO
%
CANTIDAD
AVANCE
COSTO
%
-
% PESADO
1,121.57
0.31%1,121.57
0.31%
1,121.57
0.31%
0.00%
0.31%
Limpieza Inicial
m2
1,965.42
0.13
256.56
0.07%
1,965.42
256.56
0.07%
-
0.00%
1,965.42
256.56
0.07%
-
-
0.00%
0.07%
2.
Trazo y Niveleteado
m2
1,965.42
0.44
865.02
0.24%
1,965.42
865.02
0.24%
-
0.00%
1,965.42
865.02
0.24%
-
-
0.00%0.24%
8,180.97
2.26%
OBRAS EXTERIORES
0.00%
COSTO
1.
22.
-
CANTIDAD
13,785.53
3.81%
5,604.31
1.55%
13,785.28
3.81%
0.25
0.00%
3.81%
1.
Adoquinado (Extensión del Parqueo)
m2
57.00
17.10
974.62
0.27%
-
-
0.00%
57.00
974.62
0.27%
57.00
974.62
0.27%
-
-
0.00%
0.27%
3.
Bordillo (P.Cantera)
ml.
70.00
10.00
699.87
0.19%
-
-
0.00%
70.00
699.87
0.19%
70.00
699.87
0.19%
-
-
0.00%
0.19%
4.
Muro de Retención (P. Cantera)
ml.
116.00
62.75
7,279.57
2.01%
116.00
7,279.57
2.01%
0.00%
116.00
7,279.57
2.01%
-
-
0.00%
2.01%
5.
Muro de 1.16 X18.00 mts (P. Cantera)
m2
20.8861.67
1,287.70
0.36%
14.62
901.39
0.25%
6.26
386.06
0.11%
20.88
1,287.46
0.36%
0.00
0.25
0.00%
0.36%
6.
Jardinera de Concreto (con repello y fino)
m2
4.00
47.98
191.91
0.05%
-
-
0.00%
4.00
191.91
0.05%
4.00
191.91
0.05%
-
-
0.00%
0.05%
7.
Rampa
m2
79.75
42.03
3,351.840.93%
-
-
0.00%
79.75
3,351.84
0.93%
79.75
3,351.84
0.93%
-
-
0.00%
0.93%
226.67
0.06%
45.33
0.01%
226.67
0.06%
0.00%
0.06%
gbl.
1.00
226.67
226.67
0.06%
45.33
0.01%
1.00
226.67
0.06%
0.00%
0.06%
-
0.00%
DEMOLICIONES
25.
1.
Demoliciones varias
FUNDACIONES
30.
0.80
181.340.05%
181.34
0.05%
-
0.20
-
-
20,663.17
5.71%
20,663.17
5.71%
20,663.17
5.71%
0.00%
5.71%
1.
Excavación Estructural (Zapatas y V. Asísmicas)
m3
287.00
3.78
1,085.44
0.30%
287.00
1,085.44
0.30%
-
0.00%
287.00
1,085.44
0.30%
-
-
0.00%
0.30%
2.
Relleno y Compactación
m3
65.94
9.11600.94
0.17%
65.94
600.94
0.17%
-
0.00%
65.94
600.94
0.17%
-
-
0.00%
0.17%
3.
Tierra a botar
m3
156.00
2.47
384.57
0.11%
156.00
384.57
0.11%
-
0.00%
156.00
384.57
0.11%
-
-
0.00%
0.11%
4.
Suelo-Cemento 1:8
m3
70.00
56.86
3,980.05
1.10%
70.00
3,980.05
1.10%
-
0.00%70.00
3,980.05
1.10%
-
-
0.00%
1.10%
5.
Acero de Refuerzo Nº 2
lbs.
594.00
0.71
421.85
0.12%
594.00
421.85
0.12%
-
0.00%
594.00
421.85
0.12%
-
-
0.00%
0.12%
6.
Acero de Refuerzo Nº 3
lbs.
352.00
0.71
249.99
0.07%
352.00
249.99
0.07%
-
0.00%
352.00
249.99
0.07%
-
-
0.00%0.07%
7.
Acero de Refuerzo Nº 4
lbs.
3,322.00
0.71
2,359.26
0.65%
3,322.00
2,359.26
0.65%
-
0.00%
3,322.00
2,359.26
0.65%
-
-
0.00%
0.65%
8.
Acero de Refuerzo Nº 5
lbs.
1,045.00
0.71
742.15
0.21%
1,045.00
742.15
0.21%
-
0.00%
1,045.00
742.15
0.21%
-
-
0.00%
0.21%
10.
Acero de...
AVALUO Nº XX
del 24 de Noviembre del 2009 al 9 de Febrero del 2010
ITEM
DESCRIPCION
U/M
CANTIDAD
COSTO
UNITARIO
U.S. $
PRELIMINARES
10.
COSTO TOTAL
U.S. $
AVANCE ANTERIOR
%
COSTO
PESADO CANTIDAD
AVANCE PERIODO
%
CANTIDAD
COSTO
AVANCE ACUMULADO
%
SALDO
%
CANTIDAD
AVANCE
COSTO
%
-
% PESADO
1,121.57
0.31%1,121.57
0.31%
1,121.57
0.31%
0.00%
0.31%
Limpieza Inicial
m2
1,965.42
0.13
256.56
0.07%
1,965.42
256.56
0.07%
-
0.00%
1,965.42
256.56
0.07%
-
-
0.00%
0.07%
2.
Trazo y Niveleteado
m2
1,965.42
0.44
865.02
0.24%
1,965.42
865.02
0.24%
-
0.00%
1,965.42
865.02
0.24%
-
-
0.00%0.24%
8,180.97
2.26%
OBRAS EXTERIORES
0.00%
COSTO
1.
22.
-
CANTIDAD
13,785.53
3.81%
5,604.31
1.55%
13,785.28
3.81%
0.25
0.00%
3.81%
1.
Adoquinado (Extensión del Parqueo)
m2
57.00
17.10
974.62
0.27%
-
-
0.00%
57.00
974.62
0.27%
57.00
974.62
0.27%
-
-
0.00%
0.27%
3.
Bordillo (P.Cantera)
ml.
70.00
10.00
699.87
0.19%
-
-
0.00%
70.00
699.87
0.19%
70.00
699.87
0.19%
-
-
0.00%
0.19%
4.
Muro de Retención (P. Cantera)
ml.
116.00
62.75
7,279.57
2.01%
116.00
7,279.57
2.01%
0.00%
116.00
7,279.57
2.01%
-
-
0.00%
2.01%
5.
Muro de 1.16 X18.00 mts (P. Cantera)
m2
20.8861.67
1,287.70
0.36%
14.62
901.39
0.25%
6.26
386.06
0.11%
20.88
1,287.46
0.36%
0.00
0.25
0.00%
0.36%
6.
Jardinera de Concreto (con repello y fino)
m2
4.00
47.98
191.91
0.05%
-
-
0.00%
4.00
191.91
0.05%
4.00
191.91
0.05%
-
-
0.00%
0.05%
7.
Rampa
m2
79.75
42.03
3,351.840.93%
-
-
0.00%
79.75
3,351.84
0.93%
79.75
3,351.84
0.93%
-
-
0.00%
0.93%
226.67
0.06%
45.33
0.01%
226.67
0.06%
0.00%
0.06%
gbl.
1.00
226.67
226.67
0.06%
45.33
0.01%
1.00
226.67
0.06%
0.00%
0.06%
-
0.00%
DEMOLICIONES
25.
1.
Demoliciones varias
FUNDACIONES
30.
0.80
181.340.05%
181.34
0.05%
-
0.20
-
-
20,663.17
5.71%
20,663.17
5.71%
20,663.17
5.71%
0.00%
5.71%
1.
Excavación Estructural (Zapatas y V. Asísmicas)
m3
287.00
3.78
1,085.44
0.30%
287.00
1,085.44
0.30%
-
0.00%
287.00
1,085.44
0.30%
-
-
0.00%
0.30%
2.
Relleno y Compactación
m3
65.94
9.11600.94
0.17%
65.94
600.94
0.17%
-
0.00%
65.94
600.94
0.17%
-
-
0.00%
0.17%
3.
Tierra a botar
m3
156.00
2.47
384.57
0.11%
156.00
384.57
0.11%
-
0.00%
156.00
384.57
0.11%
-
-
0.00%
0.11%
4.
Suelo-Cemento 1:8
m3
70.00
56.86
3,980.05
1.10%
70.00
3,980.05
1.10%
-
0.00%70.00
3,980.05
1.10%
-
-
0.00%
1.10%
5.
Acero de Refuerzo Nº 2
lbs.
594.00
0.71
421.85
0.12%
594.00
421.85
0.12%
-
0.00%
594.00
421.85
0.12%
-
-
0.00%
0.12%
6.
Acero de Refuerzo Nº 3
lbs.
352.00
0.71
249.99
0.07%
352.00
249.99
0.07%
-
0.00%
352.00
249.99
0.07%
-
-
0.00%0.07%
7.
Acero de Refuerzo Nº 4
lbs.
3,322.00
0.71
2,359.26
0.65%
3,322.00
2,359.26
0.65%
-
0.00%
3,322.00
2,359.26
0.65%
-
-
0.00%
0.65%
8.
Acero de Refuerzo Nº 5
lbs.
1,045.00
0.71
742.15
0.21%
1,045.00
742.15
0.21%
-
0.00%
1,045.00
742.15
0.21%
-
-
0.00%
0.21%
10.
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