IdProductoPto Descripcion Cantidad
Presupuesto		 Unidad Valor
Presupuesto		 Avance Estado Unitario
Incurrido 		Valor
Incurrido 		Cantidad Ajuste x Unitario Unitario
Ejecutado 		Valor
Proyectado 1 		Faltante Unitario
Proyectado 		Valor
Proyectado 2 		Cantidad
Proyectada 		Unitario Valor
Proyectado 		Valor
Materiales 		Valor
Equipo 		Valor
Mano de Obra 		Valor
Otros Costos 		> Usuario de Registro > Fecha Registro > Usuario de Autorización > Fecha Actualizacion
3_03 LOSA DE PISO_ E=0.1 340.51 M2 38,274,334.47 99.98% Aprobado 316.29 107,678.34 0.07
316.29
45,182.65
21.54
3,077.03
0.07
0.07
112,402.96
112,402.96
7,654.87
7,654.87
340.51
340.51
112,402.96
45,173.61
38,274,331.91
15,382,067.83
5,118,495.12 0.00 10,263,572.71 0.00 > Sistema > 4/25/2021 3:06:53 PM > > 4/3/2019 8:26:07 PM
3_04 LOSA CIMENTACI�N ALIGERADA CONCRETO 21 Mpa IMPERMEABILIZADO H: 040 m 558.00 M2 0.00 0.00% Registrado 0.00 0.00 0
0.00
0.00
0.00
0.00
558.00
0.00
0.00
0.00
0.00
0.00
558.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00 0.00 > Sistema > 11/22/2020 2:05:04 PM > > 11/22/2020 2:05:04 PM
4_01 ACERO DE REFUERZO (420 mpa) 30,557.42 KG 111,278,028.72 99.99% Aprobado 43.21 1,320,328.73 3.06
43.21
2,941.87
132.05
8,989.58
3.06
3.06
3,641.60
3,641.60
11,127.79
11,127.79
30,557.42
30,557.42
3,641.60
2,941.57
111,277,900.67
89,886,832.94
76,248,239.28 0.00 13,638,593.66 0.00 > Sistema > 4/25/2021 3:08:50 PM > > 4/3/2019 8:26:07 PM
5_01 COLUMNAS 16.50 M3 17,797,749.95 99.99% Aprobado 55,802.51 920,649.30 0
55,802.51
1,564,191.44
92.07
2,580.92
0.00
0.00
1,078,651.51
1,564,191.44
1,779.77
2,580.92
16.50
16.50
1,078,651.51
1,564,035.02
17,797,749.92
25,806,577.84
9,056,902.02 0.00 6,923,086.59 9,826,589.23 > Sistema > 7/22/2021 2:50:32 PM > > 4/3/2019 8:26:07 PM
5_02 VIGAS AEREAS (30X40) (21mpa) 33.70 M3 30,469,101.26 99.98% Aprobado 7,679.22 258,737.94 0.01
7,679.22
701,312.31
51.76
4,726.84
0.01
0.01
904,127.63
904,127.63
6,093.82
6,093.82
33.70
33.70
904,127.63
701,172.04
30,469,101.13
23,629,497.95
10,561,930.35 0.00 13,067,567.60 0.00 > Sistema > 4/16/2021 3:24:05 PM > > 4/3/2019 8:26:08 PM
5_03 LOSAS 221.17 M3 49,299,412.45 99.98% Aprobado 3,865.73 854,811.41 0.04
3,865.73
184,991.32
171.00
8,182.91
0.04
0.04
222,902.80
222,902.80
9,859.88
9,859.88
221.17
221.17
222,902.80
184,954.31
49,299,412.28
40,906,346.48
25,465,824.94 0.00 15,440,521.54 0.00 > Sistema > 4/25/2021 3:10:48 PM > > 4/3/2019 8:26:08 PM
5_04 ESCALERA MATERA_ POYOS_RAMPA_ BORDILLO 159.07 M3 13,112,282.72 99.98% Aprobado 43.77 6,961.56 0.03
43.77
198,915.76
1.39
6,328.31
0.03
0.03
82,430.89
198,915.76
2,622.46
6,328.31
159.07
159.07
82,430.89
198,875.97
13,112,281.67
31,635,201.34
23,102,121.30 0.00 8,533,080.04 0.00 > Sistema > 5/29/2021 7:57:15 PM > > 4/3/2019 8:26:08 PM
5_05 MURO DE CONTENCION EN CONCRETO de 21 mpa impermeable e=0.30_incluye lloraderos 62.69 M3 39,103,272.45 99.99% Aprobado 39,319.19 2,464,673.61 0.01
39,319.19
232,376.57
246.49
1,456.77
0.01
0.01
623,756.14
623,756.14
3,910.33
3,910.33
62.69
62.69
623,756.14
232,353.33
39,103,272.42
14,566,230.62
8,728,119.51 0.00 5,838,111.11 0.00 > Sistema > 4/25/2021 3:14:46 PM > > 4/3/2019 8:26:08 PM
6_01 MUROS_VIGA DE AMARRE_ COLUMNETA DE AMARRE 732.60 M2 81,561,543.61 99.99% Aprobado 6,517.43 4,774,191.83 0.07
6,517.43
86,129.16
477.47
6,309.82
0.07
0.07
111,331.61
111,331.61
8,156.15
8,156.15
732.60
732.60
111,331.61
86,120.54
81,561,537.49
63,091,909.72
32,385,406.19 0.00 30,706,503.52 0.00 > Sistema > 5/29/2021 7:59:47 PM > > 4/3/2019 8:26:08 PM
6_02 JUNTA DE AISLAMIENTO rellena de icopor o neopreno e=2.5 cm 819.64 ML 16,321,744.99 99.99% Aprobado 13.94 11,424.00 0.08
13.94
8,707.50
1.14
713.70
0.08
0.08
19,913.30
19,913.30
1,632.17
1,632.17
819.64
819.64
19,913.30
8,706.62
16,321,737.21
7,136,298.22
4,735,230.83 0.00 2,401,067.39 0.00 > Sistema > 4/25/2021 4:25:50 PM > > 4/3/2019 8:26:08 PM