WORKSHEETS SELECCIONADO (US$) C20004
Concreto Clase D (f'c = 210 kg/cm2)
Ctd Bill Total=0.000 m3 CTD MACRO 15,397.130
Grabada: 27/04/12 Precio Un.
: 27/04/12
Preparacion de Concreto f'c = 210 kg/cm2
(tarifa*cuadrilla*jornada)
======================================= # 9
1016081
Capataz
29.52/hh________________*0.5*10
=
5.90
2.02%
9
1055071
Operador C
24.22/hh________________*1*10
=
9.69
3.32%
9
1065051
Oficial
18.85/hh________________*1*10
=
7.54
2.58%
9
1075051
Peon
15.92/hh________________*4*10
=
25.47
8.72%
8
2060091
Mezcladora Concreto c/Tolva 11p3 23HP
25.36/hm________________*1*10
=
10.14
3.47%
=
APPLIED FACTOR
________________________/25.0 m3/dia
58.74
20.11%
Materiales
(tarifa*cantidad)
=========== 310005
Cemento Portland Tipo I bls 42.5kg
13.39/bls_______________*8.00bls
=
107.12
36.68%
320011
Flete Terrestre (kg p/cemento)
0.15/kg_________________*42.5kg*8.00bls
=
51.00
17.46%
3122103
Aditivo Incorporador de Aire
9.72/kg_________________*0.22kg
=
2.14
0.73%
3122102
Aditivo Curador Concreto
26.85/gln_______________*0.19
=
5.10
1.75%
Colocación
(tarifa*cuadrilla*jornada)
=========== # 9
1016081
Capataz
29.52/hh________________*0.5*10
=
5.90
2.02%
9
1055211
Operario
23.41/hh________________*2*10
=
18.73
6.41%
9
1065051
Oficial
18.85/hh________________*2*10
=
15.08
5.16%
9
1075051
Peon
15.92/hh________________*4*10
=
25.47
8.72%
8
2290371
Vibrador Concreto 5HP
6.86/hm_________________*1*10
=
=
APPLIED FACTOR
________________________/25 m3/dia Precio Net
L= 87.68
E= 6.77
M= 117.18
S= 74.29
2.74
0.94%
67.92
23.26%
292.04
D= 6.12
1. Candy 2.00f35 (16 262208 26)
PQ
WORKSHEETS SELECCIONADO (US$) X0001
Acero de Refuerzo Fy=4200 kg/cm2
Ctd Bill Total=1,312,555.930 Kg CTD MACRO 77,121.765
Grabada: 27/04/12 Precio Un.
: 27/04/12
# Mano de Obra
(tarifa*jornada*cuadrilla)
============= 9
1016081
Capataz
29.52/hh________________*10*0.1
=
0.07
91,878.92
1.51%
9
1055211
Operario
23.41/hh________________*10*1
=
0.52
682,529.08
11.18%
9
1065051
Oficial
18.85/hh________________*10*1
=
0.42
551,273.49
9.03%
9
1075051
Peon
15.92/hh________________*10*0.5
=
0.18
236,260.07
3.87%
=
APPLIED FACTOR
________________________/450 kg/dia
1.19
1,561,941.56
25.59%
2090101
Camión grua hiab 6 Ton
193.97/hm_______________*10*0.1
=
0.43
564,399.05
9.25%
240007
Cortadora de Fo hasta 1"
1.50/hm_________________*10*1
=
0.03
39,376.68
0.65%
240008
Dobladora de Fo hasta 1"
1.50/hm_________________*10*1
=
0.03
39,376.68
0.65%
=
APPLIED FACTOR
________________________/450 kg/dia
0.49
643,152.41
10.54%
Equipos ======= # 8
Materiales
(tarifa*cantidad)
=========== 311332
Alambre Negro Recocido N°16
3.190/kg________________*0.06
=
0.19
249,385.63
4.09%
311305
Acero Corrugado f'y=4200kg/cm2
2.53/kg_________________*1.06
=
2.68
3,517,649.89
57.63%
320013
Flete Terrestre (kg p/acero)
0.10/kg_________________*1.12
=
0.11
144,381.15
2.37%
4.65
6,103,385.07
Precio Net L= 0.94
B40001
E= 0.37
M= 2.90
S= 0.37
D= 0.07
Relleno Para Estructuras
Ctd Bill Total=0.000 m3 CTD MACRO 27,783.295
Grabada: 27/04/12 Precio Un.
: 27/04/12
# Mano de Obra
(tarifa*jornada*cuadrilla)
============= 9
1016081
Capataz
29.52/hh________________*10*1
=
1.97
8.90%
9
1065051
Oficial
18.85/hh________________*10*2
=
2.51
11.34%
9
1075051
Peon
15.92/hh________________*10*6
=
6.37
28.78%
Equipos
(tarifa*jornada*cuadrilla)
======== 8
2107751
Pison Compactador LT700
8.33/hm_________________*10*2
=
1.11
5.02%
8
2007651
Rodillo Tandem 2.5TN
78.71/hm________________*10*1
=
5.25
23.72%
8
2005481
Bob Cat
73.47/hm________________*10*1
=
4.90
22.14%
=
APPLIED FACTOR
________________________/150 m3/dia
22.11
99.91%
Precio Net L= 10.71
E= 4.79
M= 0.34
S= 2.86
22.13
D= 3.43
2. Candy 2.00f35 (16 262208 26)
PQ
WORKSHEETS SELECCIONADO (US$) D0002
Encofrado y Desencofrado
Ctd Bill Total=56,121.760 m2 CTD MACRO 5,913.350
Grabada: 27/04/12 Precio Un.
: 27/04/12
# Mano de Obra
(tarifa*jornada*cuadrilla)
============= 9
1016081
Capataz
29.52/hh________________*10*0.1
=
1.34
75,203.16
2.44%
9
1055211
Operario
23.41/hh________________*10*1
=
10.64
597,135.53
19.36%
9
1065051
Oficial
18.85/hh________________*10*1
=
8.57
480,963.48
15.59%
9
1075051
Peon
15.92/hh________________*10*2
=
14.47
812,081.87
26.33%
=
APPLIED FACTOR
________________________/22 m2/dia
35.02
1,965,384.04
63.72%
Materiales
(tarifa*cantidad)
=========== 311335
Clavo p/Madera Tamaño Promedio
2.86/kg_________________*0.2
=
0.57
31,989.40
1.04%
311331
Alambre Negro Recocido N°8
3.190/kg________________*0.2
=
0.64
35,917.93
1.16%
311115
Desmoldante para madera
15.00/gln_______________*0.05
=
0.75
42,091.32
1.36%
311114
Triplay de 19mm para
70.00/pl________________*0.15
=
10.50
589,278.48
19.10%
311001
Madera Tornillo
7.50
420,913.20
13.65%
54.96
3,084,451.93
encofrado
3.00/p2_________________*2.50
= Precio Net
L= 26.91
B30001
M= 20.83
S= 7.22
Excavacion manual
Ctd Bill Total=0.000 m3 CTD MACRO 36,131.447
Grabada: 27/04/12 Precio Un.
: 27/04/12
# Mano de Obra ============= 9
1016081
Capataz
29.52/hh________________*10*1
=
7.38
9
1075051
Peon
15.92/hh________________*10*8
=
31.84
81.18%
=
APPLIED FACTOR
________________________/40.0 m3/dia
39.22
100.00%
Precio Net L= 30.08
B30001a
M= 1.06
18.82%
39.22
S= 8.08
Excavacion localizada con equipo
Ctd Bill Total=0.000 m3 CTD MACRO 60,692.472
Grabada: 27/04/12 Precio Un.
: 27/04/12
# Mano de Obra ============= 9
1016081
Capataz
29.52/hh________________*10*1
=
1.07
10.29%
9
1075051
Peon
15.92/hh________________*10*3
=
1.74
16.73%
8
2002151
Excavadora 320BL
208.60/hm_______________*10*1
=
=
APPLIED FACTOR
________________________/275.0 m3/dia Precio Net
L= 2.89
E= 4.34
M= 0.09
S= 0.75
7.59
72.98%
10.40
100.00%
10.40
D= 2.33
3. Candy 2.00f35 (16 262208 26)
PQ
