|
Material |
|
|
|
|
MAC-556 |
Mortero cemento-arena cernida proporcion 1:5 |
m3 |
0.031800 |
$953.35 |
$30.32 |
MAC-133 |
Mortero cemento-arena proporcion 1:6 |
m3 |
0.064700 |
$823.12 |
$53.26 |
MAC-109 |
Tabique barro rec, 24 x 12 x 6 cm |
mll |
0.114200 |
$1,630.84 |
$186.24 |
MAC-557 |
Madera pino 3a, 1 1/2″ x 3″ x 8.25’ |
pt |
0.690000 |
$9.33 |
$6.44 |
MAC-018 |
Madera pino 3a, 1″ x 4″ x 8.25′ |
pt |
0.744500 |
$9.33 |
$6.95 |
MAC-020 |
Clavo de 2 1/2″ (6.35cm) de largo |
kg |
0.038900 |
$21.90 |
$0.85 |
MAC-558 |
Marco y contramarco fo 3/4″ 40x60cm |
pza |
1.000000 |
$168.41 |
$168.41 |
MAC-001 |
Cemento gris, apasco |
ton |
0.003900 |
$1,700.00 |
$6.63 |
MAC-026 |
Diesel |
lt |
0.191800 |
$5.58 |
$1.07 |
MAC-003 |
Agua (toma municipal) |
m3 |
0.175000 |
$5.20 |
$0.91 |
MAC-556 |
Mortero cemento-arena cernida proporcion 1:5 |
m3 |
0.031800 |
$953.35 |
$30.32 |
MAC-133 |
Mortero cemento-arena proporcion 1:6 |
m3 |
0.064700 |
$823.12 |
$53.26 |
MAC-109 |
Tabique barro rec, 24 x 12 x 6 cm |
mll |
0.114200 |
$1,630.84 |
$186.24 |
MAC-557 |
Madera pino 3a, 1 1/2″ x 3″ x 8.25’ |
pt |
0.690000 |
$9.33 |
$6.44 |
MAC-018 |
Madera pino 3a, 1″ x 4″ x 8.25′ |
pt |
0.744500 |
$9.33 |
$6.95 |
MAC-020 |
Clavo de 2 1/2″ (6.35cm) de largo |
kg |
0.038900 |
$21.90 |
$0.85 |
MAC-558 |
Marco y contramarco fo 3/4″ 40x60cm |
pza |
1.000000 |
$168.41 |
$168.41 |
MAC-001 |
Cemento gris, apasco |
ton |
0.003900 |
$1,700.00 |
$6.63 |
MAC-026 |
Diesel |
lt |
0.191800 |
$5.58 |
$1.07 |
MAC-003 |
Agua (toma municipal) |
m3 |
0.175000 |
$5.20 |
$0.91 |
|
Suma de Material |
|
|
|
$922.16 |
|
Mano de Obra |
|
|
|
|
AUXCDTR-054 |
Cuadrilla 54 (oficial albañil y un peon), incluye maestro y mando intermedio |
jor |
0.666700 |
$1,931.14 |
$1,287.49 |
AUXCDTR-054 |
Cuadrilla 54 (oficial albañil y un peon), incluye maestro y mando intermedio |
jor |
0.666700 |
$1,931.14 |
$1,287.49 |
|
Suma de Mano de Obra |
|
|
|
$2,574.98 |
|
Herramienta |
|
|
|
|
HEC-001 |
Herramienta menor |
%mo |
3.000000 |
$0.00 |
$0.00 |
HEC-001 |
Herramienta menor |
%mo |
3.000000 |
$0.00 |
$0.00 |
|
Suma de Herramienta |
|
|
|
$0.00 |
|
Auxiliar |
|
|
|
|
AUXCNRN-100 |
Concreto f’c= 100 kg/cm2, fabricado en obra, resistencia normal, agregado maximo de 3/4″, incluye materiales, desperdicios, mano de obra y equipo, revenimiento de 8 a 10 cm |
m3 |
0.044300 |
$1,933.94 |
$85.67 |
AUXCNRN-150 |
Concreto f’c= 150 kg/cm2, fabricado en obra, resistencia normal, agregado maximo de 3/4″, incluye materiales, desperdicios, mano de obra y equipo |
m3 |
0.004700 |
$2,096.48 |
$9.85 |
AUXCNRN-100 |
Concreto f’c= 100 kg/cm2, fabricado en obra, resistencia normal, agregado maximo de 3/4″, incluye materiales, desperdicios, mano de obra y equipo, revenimiento de 8 a 10 cm |
m3 |
0.044300 |
$1,933.94 |
$85.67 |
AUXCNRN-150 |
Concreto f’c= 150 kg/cm2, fabricado en obra, resistencia normal, agregado maximo de 3/4″, incluye materiales, desperdicios, mano de obra y equipo |
m3 |
0.004700 |
$2,096.48 |
$9.85 |
|
Suma de Auxiliar |
|
|
|
$191.04 |
|
Costo Directo |
|
|
|
$3,688.18 |