PRACTICA ECO

PRESUPUESTO DE OBRA
PROYECTO
:
PROPIETARIO
:
UBICACION
:
FECHA PROYECTO
:
Item
Descripción
1
MOVIMIENTO DE TIERRA
Unid.
Cant.
Precio
Parcial
Sub Total
538,416.77
1.1
EXCAV. ZANJAS Y ZAPATAS h=1,50 m.
m³
9,567.00
34.88
333,696.96
1.2
RELLENO CON MATERIAL SELECIONADO
m³
7,568.20
27.05
204,719.81
2
2.1
OBRAS DE CONCRETO ARMADO
1,166,560.58
OBRAS DE CONCRETO ARMADO EN ZAPATAS
340,453.93
2.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,065.23
49.21
101,629.97
2.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,594.60
11.53
41,445.74
CONCRETO F'C= 245 KG/CM2.
2.1.3
3.1
3.1.1
3.1.2
3.1.3
4.1
m³
434.84
453.91
197,378.22
ENCOFRADO Y DESENCOFRADO
m²
2,574.65
66.32
170,750.79
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,748.12
13.89
52,061.39
CONCRETO F'C= 245 KG/CM2.
m³
376.80
438.72
165,309.70
OBRAS DE CONCRETO ARMADO EN COLUMNAS
388,121.87
OBRAS DE CONCRETO ARMADO EN VIGA
437,984.78
4.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,696.60
74.37
200,546.14
4.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,864.85
14.75
57,006.54
4.1.3
CONCRETO F'C= 245 KG/CM2.
m³
394.62
457.23
180,432.10
ARQUITECTURA
97,037.62
MURO DE ALBAÑILERIA CONFINADA
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO SOGA
m²
548.96
42.54
23,352.76
ASENTADO DE LADRILLO KING KONG 18H APAREJO CABEZA
m²
494.64
51.97
25,706.44
3
TARRAJEO EN MUROS
m²
1,043.60
23.21
24,221.96
3.1
PUERTA CORTAFUEGO
m²
42.00
565.63
23,756.46
TABLERO ELECTRICO METALICO
und
153.00
385.62
58,999.86
POZO A TIERRA
und
17.00
782.17
13,296.89
glb
20.00
858.12
17,162.40
3.2
97,037.62
INSTALACIONES ELECTRICAS
89,459.15
PRUEBAS ELECTRICAS
Costo Directo
1,891,474.12
Gastos Generales
7.80%
Utilidad
5.00%
147,534.98
94,573.71
Sub Total
2,133,582.81
IGV
384,044.91
Presupuesto de Obra
2,517,627.72
K= a*(Jr/Jo) +b*(ACCr/ACCo) +c*(AGr/AGo) +d*(MAHr/MAHo) +e*(GGUr/GGo) = 1
SIMB.
J
AFA
H
DESCRIPCIÓN
mano de obra
inc. Leyes
sociales
Acero de
const. Liso
acero de const.
Corrifo
cemento
portland v
cerrajeria
importada
agregado
grueso
maq. Y qeuip.
Import.
AG
I
AGRUP.
COEF. INC.
%
2
3
4
5
6
0.4160
100.00%
650.44
650.44
653.54
653.54
11.72%
821.06
96.23
812.99
95.28
19.03%
831.00
158.14
794.85
151.26
0.1840
66.74%
482.08
321.74
465.23
310.49
0.0070
2.50%
286.45
1
47
0.4160
2
0.0320
3
0.0520
Ir Enero 2022
Io Noviembre 2021
Ir/Io
K
7
(1)*(7)
1.00
0.414
1.03
0.284
1.00
0.069
0.275
23
24
7.16
583.27
280.76
7.02
564.06
5
0.0290
42.10%
611.95
257.63
601
253.02
49
0.0020
3.44%
396.02
13.62
403.22
13.87
bloque y ladrillo
artefacto
alumbrado
interrior
artefacto
alumbrado
interrior
17
0.0110
16.02%
965.84
154.73
950.97
152.35
0.0690
12
0.0170
24.63%
339.71
83.67
346.94
85.45
19
0.0090
13.81%
1225.76
1238.42
madera tornillo
43
0.0860
67.95%
858.93
169.28
678.93
583.64
843.51
171.03
675.71
573.17
maq. Y qeuip.
Nacional
48
0.0070
5.27%
395.47
20.84
396.32
20.89
4
0.0200
15.96%
615.03
98.16
613.13
97.86
37
73
0.013
0.001
10.20%
0.62%
381.3
882.27
38.89
5.47
726.16
383.63
892.23
39.13
5.53
715.68
1.01
0.128
496.00
1.01
0.115
agregado fino
herrramientas
manuales
ducto telefonico
GGU
COEF.INCID.
I.U
Indice greal.
Preciso cons.
39
0.1140
1.0000
0.126
0.114
100.00%
500.07
500.07
496
K=
1.011
VALORIZACION DE OBRA Nº 01
Mar-22
OBRA
:
CONTRATISTA
:
RESIDENTE
SUPERVISOR
PERIODO
MONTO PRESUP. BASE
:
MONTO CONTRATADO
:
SISTEMA DE CONTRATACION:
:
FECHA PRESUP. BASE :
FORMA DE EJECUCION:
FORMULA Nº 01 - ESTRUCTURAS
PRESUPUESTO BASE
ITEM
DESCRIPCION
UND
MET.
P. UNIT.
1
MOVIMIENTO DE TIERRA
1.1
EXCAV. ZANJAS Y ZAPATAS h=1,50 m.
m³
9,567.00
34.88
1.2
RELLENO CON MATERIAL SELECIONADO
m³
7,568.20
27.05
AVANCE ANTERIOR
P. TOTAL
MET.
MONTO
S/.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
MONTO
S/
% AVANCE
ACTUAL
AVANCE ACUMUL.
MET.
MONTO
S/.
% AVANCE
ACUMUL.
SALDO
MET.
MONTO
% POR
VAL.
72.07%
6895.00
240497.60
72.07%
2672.00
93199.36
168656.75
82.38%
6235.00
168656.75
82.38%
1333.20
36063.06
98469.21
34728.36
70809.96
96.89%
83.79%
35.88%
2001.00
3012.00
156.00
98469.21
34728.36
70809.96
96.89%
83.79%
35.88%
64.23
582.60
278.84
3160.76
6717.38
126568.26
3.11%
16.21%
64.12%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
2574.65
3748.12
376.80
170750.79
52061.39
165309.70
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
2696.60
3864.85
394.62
200546.14
57006.54
180432.10
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00%
548.96
494.64
1043.60
42.00
23352.76
25706.44
24221.96
23756.46
100.00%
100.00%
100.00%
100.00%
17162.4
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
153.00
17.00
20.00
58999.86
13296.89
17162.40
100.00%
100.00%
100.00%
1,891,474.12
156,992.35
138,077.61
2,186,544.08
2,186,544.08
393,577.93
2,580,122.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
204719.81
2
OBRAS DE CONCRETO ARMADO
2.1
OBRAS DE CONCRETO ARMADO EN ZAPATAS
2.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,065.23
2.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,594.60
11.53
41445.738
2.1.3
CONCRETO F'C= 245 KG/CM2.
m³
434.84
453.91
197378.2244
3.1
OBRAS DE CONCRETO ARMADO EN COLUMNAS
3.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,574.65
66.32
170750.788
3.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,748.12
13.89
52061.3868
3.1.3
CONCRETO F'C= 245 KG/CM2.
m³
376.80
438.72
165309.696
4.1
OBRAS DE CONCRETO ARMADO EN VIGA
4.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,696.60
4.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,864.85
14.75
57006.5375
4.1.3
CONCRETO F'C= 245 KG/CM2.
m³
394.62
457.23
180432.1026
548.96
42.54
23352.7584
74.37
MET.
240497.60
333696.96
49.21
AVANCE ACTUAL
%
101629.9683
200546.142
6895
6235
2001.00
3012.00
156.00
27.93%
17.62%
ARQUITECTURA
MURO DE ALBAÑILERIA CONFINADA
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO SOGA
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO CABEZA
m²
494.64
51.97
25706.4408
3
TARRAJEO EN MUROS
m²
1,043.60
23.21
24221.956
3.1
PUERTA CORTAFUEGO
m²
42.00
565.63
23756.46
3.2
INSTALACIONES ELECTRICAS
TABLERO ELECTRICO METALICO
und
153.00
385.62
POZO A TIERRA
und
17.00
782.17
PRUEBAS ELECTRICAS
glb
20.00
858.12
COSTO DIRECTO
GASTOS GENERALES
UTILIDAD
SUB TOTAL
8.30%
7.30%
1.0000
18.00%
IMPUESTO (IGV)
TOTAL PRESUPUESTO CONTRATADO
PORCENTAJE DE AVANCE (%)
58999.86
13296.89
100.00%
0.00%
613,161.88
50,892.44
44,760.82
708,815.14
708,815.14
127,586.73
836,401.87
32.42%
613,161.88
50,892.44
44,760.82
708,815.14
708,815.14
127,586.73
836,401.87
1,278,312.24
106,099.91
93,316.79
1,477,728.94
1,477,728.94
265,991.20
1,743,720.14
32.42%
67.58%
VALORIZACION ENERO
=
S/
836,401.87
R=V(K-1)
=
S/
8,784.77
VR=V*K
=
S/
845,186.64
VALORIZACION DE OBRA Nº 02
Mar-22
OBRA
:
CONTRATISTA
:
RESIDENTE
SUPERVISOR
MONTO PRESUP. BASE
:
MONTO CONTRATADO
:
SISTEMA DE CONTRATACION:
:
PERIODO
FECHA PRESUP. BASE :
FORMA DE EJECUCION:
FORMULA Nº 01 - ESTRUCTURAS
PRESUPUESTO BASE
ITEM
DESCRIPCION
UND
MET.
P. UNIT.
1
MOVIMIENTO DE TIERRA
1.1
EXCAV. ZANJAS Y ZAPATAS h=1,50 m.
m³
9,567.00
34.88
1.2
RELLENO CON MATERIAL SELECIONADO
m³
7,568.20
27.05
AVANCE ANTERIOR
P. TOTAL
MONTO
S/.
MET.
333696.96
6895
204719.81
6235
2
OBRAS DE CONCRETO ARMADO
2.1
OBRAS DE CONCRETO ARMADO EN ZAPATAS
2.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,065.23
101629.9683
2001
2.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,594.60
11.53
41445.738
3012
2.1.3
CONCRETO F'C= 245 KG/CM2.
m³
434.84
453.91
197378.2244
156
3.1
OBRAS DE CONCRETO ARMADO EN COLUMNAS
3.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,574.65
66.32
170750.788
3.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,748.12
13.89
52061.3868
3.1.3
CONCRETO F'C= 245 KG/CM2.
m³
376.80
438.72
165309.696
4.1
OBRAS DE CONCRETO ARMADO EN VIGA
4.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,696.60
4.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,864.85
14.75
57006.5375
4.1.3
CONCRETO F'C= 245 KG/CM2.
m³
394.62
457.23
180432.1026
548.96
42.54
23352.7584
49.21
74.37
AVANCE ACTUAL
%
MET.
240497.60
72.07
168656.75
82.38
98469.21
34728.36
70809.96
96.89
83.79
35.88
0.00
0.00
0.00
200546.142
MONTO
S/
% AVANCE
ACTUAL
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO SOGA
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO CABEZA
m²
494.64
51.97
25706.4408
3
TARRAJEO EN MUROS
m²
1,043.60
23.21
24221.956
3.1
PUERTA CORTAFUEGO
m²
42.00
565.63
23756.46
3.2
INSTALACIONES ELECTRICAS
TABLERO ELECTRICO METALICO
und
153.00
385.62
POZO A TIERRA
und
17.00
782.17
PRUEBAS ELECTRICAS
glb
20.00
858.12
COSTO DIRECTO
GASTOS GENERALES
UTILIDAD
SUB TOTAL
8.30%
7.30%
IMPUESTO (IGV)
TOTAL PRESUPUESTO CONTRATADO
1.0000
18.00%
PORCENTAJE DE AVANCE (%)
% AVANCE
ACUMUL.
SALDO
MET.
% POR
VAL.
MONTO
27.93%
9567.00
333696.96
100.00%
0.00
0.00
17.62%
7568.20
204719.81
100.00%
0.00
0.00
3160.76
6717.38
19972.04
3.11%
16.21%
10.12%
2065.23
3594.60
200.00
101629.97
41445.74
90782.00
100.00%
100.00%
45.99%
0.00
0.00
234.84
0.00
0.00
106596.22
0.00%
0.00%
54.01%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
2574.65
3748.12
376.80
170750.79
52061.39
165309.70
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00%
0.00%
0.00%
2696.60
3864.85
394.62
200546.14
57006.54
180432.10
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00%
548.96
494.64
1043.60
42.00
23352.76
25706.44
24221.96
23756.46
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
153.00
17.00
20.00
58999.86
13296.89
17162.40
100.00%
100.00%
100.00%
17162.4
0.00
0.00
0.00
613,161.88
50,892.44
44,760.82
708,815.14
708,815.14
127,586.73
836,401.87
100.00%
32.42%
13296.89
S/.
36063.06
1,891,474.12
156,992.35
138,077.61
2,186,544.08
2,186,544.08
393,577.93
2,580,122.01
58999.86
MONTO
93199.36
2672
1333.2
64.23
582.60
44.00
ARQUITECTURA
MURO DE ALBAÑILERIA CONFINADA
AVANCE ACUMUL.
MET.
159,112.60
13,206.35
11,615.22
183,934.17
183,934.17
33,108.15
217,042.32
772,274.48
64,098.78
56,376.04
892,749.30
892,749.30
160,694.87
1,053,444.17
8.41%
0.00%
0.00%
1,119,199.64
92,893.57
81,701.57
1,293,794.78
1,293,794.78
232,883.06
1,526,677.84
40.83%
59.17%
VALORIZACION FEBRERO
=
S/
217,042.32
R=V(K-1)
=
S/
2,279.61
VR=V*K
=
S/
219,321.93
VALORIZACION DE OBRA Nº 03
Mar-22
OBRA
:
CONTRATISTA
:
RESIDENTE
SUPERVISOR
PERIODO
MONTO PRESUP. BASE
:
MONTO CONTRATADO
:
SISTEMA DE CONTRATACION:
:
FECHA PRESUP. BASE :
FORMA DE EJECUCION:
FORMULA Nº 01 - ESTRUCTURAS
PRESUPUESTO BASE
ITEM
DESCRIPCION
UND
MET.
P. UNIT.
1
MOVIMIENTO DE TIERRA
1.1
EXCAV. ZANJAS Y ZAPATAS h=1,50 m.
m³
9,567.00
34.88
1.2
RELLENO CON MATERIAL SELECIONADO
m³
7,568.20
27.05
AVANCE ANTERIOR
P. TOTAL
MET.
333696.96
9567.00
204719.81
7568.20
2
OBRAS DE CONCRETO ARMADO
2.1
OBRAS DE CONCRETO ARMADO EN ZAPATAS
2.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,065.23
101629.9683
2065.23
2.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,594.60
11.53
41445.738
3594.60
2.1.3
CONCRETO F'C= 245 KG/CM2.
m³
434.84
453.91
197378.2244
200.00
3.1
OBRAS DE CONCRETO ARMADO EN COLUMNAS
3.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,574.65
66.32
170750.788
0.00
3.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,748.12
13.89
52061.3868
0.00
3.1.3
CONCRETO F'C= 245 KG/CM2.
m³
376.80
438.72
165309.696
0.00
4.1
OBRAS DE CONCRETO ARMADO EN VIGA
4.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,696.60
200546.142
0.00
4.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,864.85
14.75
57006.5375
0.00
4.1.3
CONCRETO F'C= 245 KG/CM2.
m³
394.62
457.23
180432.1026
0.00
49.21
74.37
MONTO
S/.
AVANCE ACTUAL
%
MET.
MONTO
S/
% AVANCE
ACTUAL
MURO DE ALBAÑILERIA CONFINADA
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO SOGA
m²
548.96
42.54
23352.7584
0.00
ASENTADO DE LADRILLO KING KONG 18H APAREJO CABEZA
m²
494.64
51.97
25706.4408
0.00
TARRAJEO EN MUROS
m²
1,043.60
23.21
24221.956
0.00
3.1
PUERTA CORTAFUEGO
3.2
INSTALACIONES ELECTRICAS
m²
42.00
565.63
23756.46
0.00
TABLERO ELECTRICO METALICO
und
153.00
385.62
58999.86
0.00
POZO A TIERRA
und
17.00
782.17
13296.89
0.00
PRUEBAS ELECTRICAS
glb
20.00
858.12
17162.4
0.00
COSTO DIRECTO
GASTOS GENERALES
UTILIDAD
SUB TOTAL
IMPUESTO (IGV)
TOTAL PRESUPUESTO CONTRATADO
PORCENTAJE DE AVANCE (%)
8.30%
7.30%
1.0000
18.00%
1,891,474.12
156,992.35
138,077.61
2,186,544.08
2,186,544.08
393,577.93
2,580,122.01
100.00%
MONTO
S/.
% AVANCE
ACUMUL.
SALDO
MET.
% POR
VAL.
MONTO
333696.96
100.00
0.00
0.00%
9567.00
333696.96
100.00%
0.00
0.00
204719.81
100.00
0.00
0.00%
7568.20
204719.81
100.00%
0.00
0.00
101629.97
41445.74
90782.00
100.00
100.00
45.99
234.84
0.00
0.00
106596.22
0.00%
0.00%
54.01%
2065.23
3594.60
434.84
101629.97
41445.74
197378.22
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00
0.00
0.00
0.00
0.00
0.00
2024.00
2658.00
189.00
134231.68
36919.62
82918.08
78.61%
70.92%
50.16%
550.65
1090.12
187.80
36519.11
15141.77
82391.62
21.39%
29.08%
49.84%
0.00
0.00
0.00
1689.00
1789.00
205.00
125610.93
26387.75
93732.15
62.63%
46.29%
51.95%
134231.68
36919.62
82918.08
0.00
125610.93
26387.75
93732.15
78.61%
70.92%
50.16%
0.00
0.00
0.00
62.63%
46.29%
51.95%
1007.60
2075.85
189.62
74935.21
30618.79
86699.95
37.37%
53.71%
48.05%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
480.23
365.00
859.00
37.00
20428.98
18969.05
19937.39
20928.31
87.48%
73.79%
82.31%
88.10%
2024.00
2658.00
189.00
0.00
1689.00
1789.00
205.00
0.00
0.00
480.23
365.00
859.00
37.00
20428.98
18969.05
19937.39
20928.31
87.48%
73.79%
82.31%
88.10%
68.73
129.64
184.60
5.00
2923.77
6737.39
4284.57
2828.15
12.52%
26.21%
17.69%
11.90%
0.00
0.00
0.00
0.00
0.00
0.00
138.00
11.00
17.00
53215.56
8603.87
14588.04
90.20%
64.71%
85.00%
138.00
11.00
17.00
53215.56
8603.87
14588.04
90.20%
64.71%
85.00%
15.00
6.00
3.00
5784.30
4693.02
2574.36
9.80%
35.29%
15.00%
ARQUITECTURA
3
AVANCE ACUMUL.
MET.
772,274.48
64,098.78
56,376.04
892,749.30
892,749.30
160,694.87
1,053,444.17
40.83%
763,067.63
63,334.61
55,703.94
882,106.18
882,106.18
158,779.11
1,040,885.29
40.34%
1,535,342.11
127,433.40
112,079.97
1,774,855.48
1,774,855.48
319,473.99
2,094,329.47
81.17%
356,132.01
29,558.95
25,997.64
411,688.60
411,688.60
74,103.94
485,792.54
18.83%
0.00%
0.00%
VALORIZACION MARZO
=
S/
1,040,885.29
R=V(K-1)
=
S/
10,932.46
VR=V*K
=
S/
1,051,817.75
VALORIZACION DE OBRA Nº 04
Mar-22
OBRA
:
CONTRATISTA
:
RESIDENTE
SUPERVISOR
PERIODO
MONTO PRESUP. BASE
:
MONTO CONTRATADO
:
SISTEMA DE CONTRATACION:
:
FECHA PRESUP. BASE :
FORMA DE EJECUCION:
FORMULA Nº 01 - ESTRUCTURAS
PRESUPUESTO BASE
ITEM
DESCRIPCION
UND
MET.
P. UNIT.
1
MOVIMIENTO DE TIERRA
1.1
EXCAV. ZANJAS Y ZAPATAS h=1,50 m.
m³
9,567.00
34.88
1.2
RELLENO CON MATERIAL SELECIONADO
m³
7,568.20
27.05
AVANCE ANTERIOR
P. TOTAL
MET.
333696.96
9567.00
204719.81
7568.20
101629.9683
2065.23
2
OBRAS DE CONCRETO ARMADO
2.1
OBRAS DE CONCRETO ARMADO EN ZAPATAS
2.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,065.23
2.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,594.60
11.53
41445.738
3594.60
2.1.3
CONCRETO F'C= 245 KG/CM2.
m³
434.84
453.91
197378.2244
434.84
3.1
OBRAS DE CONCRETO ARMADO EN COLUMNAS
3.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,574.65
66.32
170750.788
2024.00
3.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,748.12
13.89
52061.3868
2658.00
3.1.3
CONCRETO F'C= 245 KG/CM2.
m³
376.80
438.72
165309.696
189.00
4.1
OBRAS DE CONCRETO ARMADO EN VIGA
4.1.1
ENCOFRADO Y DESENCOFRADO
m²
2,696.60
200546.142
1689.00
4.1.2
ACERO f'y =4200 KG/CM2, GRADO 60
kg
3,864.85
14.75
57006.5375
1789.00
4.1.3
CONCRETO F'C= 245 KG/CM2.
m³
394.62
457.23
180432.1026
205.00
42.54
49.21
74.37
MONTO
S/.
AVANCE ACTUAL
%
MET.
MONTO
S/
% AVANCE
ACTUAL
MURO DE ALBAÑILERIA CONFINADA
m²
ASENTADO DE LADRILLO KING KONG 18H APAREJO SOGA
m²
23352.7584
480.23
ASENTADO DE LADRILLO KING KONG 18H APAREJO CABEZA
m²
494.64
51.97
25706.4408
365.00
TARRAJEO EN MUROS
m²
1,043.60
23.21
24221.956
859.00
3.1
PUERTA CORTAFUEGO
m²
42.00
565.63
23756.46
37.00
3.2
INSTALACIONES ELECTRICAS
TABLERO ELECTRICO METALICO
und
153.00
385.62
58999.86
138.00
POZO A TIERRA
und
17.00
782.17
13296.89
11.00
PRUEBAS ELECTRICAS
glb
20.00
858.12
17162.4
17.00
COSTO DIRECTO
GASTOS GENERALES
UTILIDAD
SUB TOTAL
IMPUESTO (IGV)
TOTAL PRESUPUESTO CONTRATADO
548.96
8.30%
7.30%
1.0000
18.00%
PORCENTAJE DE AVANCE (%)
1,891,474.12
156,992.35
138,077.61
2,186,544.08
2,186,544.08
393,577.93
2,580,122.01
100.00%
MONTO
S/.
% AVANCE
ACUMUL.
SALDO
MET.
% POR
VAL.
MONTO
333696.96
100.00
0.00
0.00%
9567.00
333696.96
100.00%
0.00
0.00
204719.81
100.00
0.00
0.00%
7568.20
204719.81
100.00%
0.00
0.00
101629.97
41445.74
197378.22
100.00
100.00
100.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
2065.23
3594.60
434.84
101629.97
41445.74
197378.22
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
134231.68
36919.62
82918.08
78.61
70.92
50.16
550.65
1090.12
187.80
36519.11
15141.77
82391.62
21.39%
29.08%
49.84%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
62.63
46.29
51.95
1007.60
2075.85
189.62
74935.21
30618.79
86699.95
37.37%
53.71%
48.05%
170750.79
52061.39
165309.70
0.00
200546.14
57006.54
180432.10
100.00%
100.00%
100.00%
125610.93
26387.75
93732.15
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
20428.98
18969.05
19937.39
20928.31
87.48
73.79
82.31
88.10
68.73
129.64
184.60
5.00
2923.77
6737.39
4284.57
2828.15
12.52%
26.21%
17.69%
11.90%
2574.65
3748.12
376.80
0.00
2696.60
3864.85
394.62
0.00
0.00
548.96
494.64
1043.60
42.00
23352.75
25706.44
24221.96
23756.46
100.00%
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
0.00%
53215.56
8603.87
14588.04
90.20
64.71
85.00
15.00
6.00
3.00
5784.30
4693.02
2574.36
9.80%
35.29%
15.00%
153.00
17.00
20.00
58999.86
13296.89
17162.40
100.00%
100.00%
100.00%
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%
ARQUITECTURA
3
AVANCE ACUMUL.
MET.
1,535,342.11
127,433.40
112,079.97
1,774,855.48
1,774,855.48
319,473.99
2,094,329.47
81.17%
356,132.01
29,558.96
25,997.64
411,688.61
411,688.61
74,103.95
485,792.56
18.83%
1,891,474.12
156,992.35
138,077.61
2,186,544.08
2,186,544.08
393,577.93
2,580,122.01
100.00%
VALORIZACION ABRIL
=
S/
485,792.56
R=V(K-1)
=
S/
5,102.30
VR=V*K
=
S/
490,894.86
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00%
0.00%
0.00%