Cuantificación de acero en losa de cimentación Elemento Losa de cimentación Losa de cimentación Losa de cimentación Losa de cimentación
Eje
Marca
Tipo
Diametro No. req. Long. Total
A
B
C
A-C
100
III
3/8"
32
2.13
2.03
0.05
C-E
101
III
3/8"
39
5.07
4.97
2-7
102
III
3/8"
18
6.45
7-9
103
III
3/8"
13
1.63
D
PESO/m
KG
0.05
0.559
38.10
0.05
0.05
0.559
110.96
6.25
0.05
0.05
0.559
65.80
1.43
0.05
0.05
0.559
12.00
Total de kg en acero en losa de cimentación 226.86 Ton 0.23 Cantidad de varillas Metros totales 406 Varillas necesarias 34
Elemento zapata aislada Dado D-1 Varilla longitudinal
Eje 9
Marca 104
Tipo III
9
105
III
Diametro No. req. Long. Total 3/8" 9 0.76 3/8"
6
0.98
A 0.66
B 0.05
0.73
0.25
Longitud total de ejes armex 15x30-4 Armex perimetral (longitud) 28.94 armex interior(longitud) 7.58 armex total (longitud) 36.52 C D PESO/m KG 0.05 0.559 3.65 0.559
3.29
Total de kg en acero en zapata aislada
6.94 Ton 0.01 Cantidad de varillas Metros totales 12 Varillas necesarias 1
Elemento dado D-1 Estribos
Eje
Marca
Tipo
9
106
III
Diametro No. req. Long. Total 1/4"
6
0.64
A
B
C
D
PESO/m
KG
0.21
0.11
0.21
0.11
0.251
0.91
Cuantificación de acero en losa de cimentación Metros de alambrón Metros totales 4
EJE A-D,2-7 D-E,2-7 A-E,2-7 A-E,2-8 A-C,2-7 C-D,2-8 D-E,2-9 SUMA
MARCA 101 101 102 103 104 105 106
TIPO III III III III III III III
DIAMETRO 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"
ACERO EN CIMENTACION CANTIDAD LTOTAL 17 2.6 19 2.6 16 2.6 16 7.187 6 6.57 4 7.07 10 8.44
A 2.4 2.4 2.4 6.987 6.37 6.87 8.24
ACERO EN LOSA DE ENTREPISO EJE A-C,2-3
MARCA 107
A-C,2-3 C-E,2-4 C-E,2-4 A-C,3-7 C-E,4-11 C-E,4-11 A-C,7-10 A-C,7-10
108 109 110 111 112 113 114 115
EJE D-E,2-8 D-E,3-8
EJE
TIPO III
DIAMETRO 3/8"
III III III III III III III III
3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"
ACERO ADICIONAL DE REFUERZO MARCA TIPO DIAMETRO 116 III 3/8" 117 III 3/8"
MARCA
TIPO
DIAMETRO
CANTIDAD 12
LTOTAL 3.7
12 15 12 6 18 15 6 9
3.55 3.85 4.4 2.95 2.8 4.55 2.33 2.35
CANTIDAD 8 14
CANTIDAD
LTOTAL 2.95 2.47
A 3.6 3.45 3.75 4.3 2.85 2.7 4.45 2.23 2.25
A 2.85 2.37
ACERO EN ABACOS LTOTAL A
A-E,2-4 A-E,2-5 A-E,2-6 A-E,2-7 A-E,7-10 A-E,7-11 A-E,7-12 A-E,7-13
118 118 119 119 120 120 121 121
III III III III III III III III
3/8" 3/8" 1/2 1/2 3/8" 3/8" 1/2 1/2
5 11 7 16 9 5 15 9
1.98 0.94 1.34 2.38 1.74 0.94 1.34 2.14
1.88 0.84 1.24 2.28 1.64 0.84 1.24 2.04
PESO/m B 0.05 0.05 0.05 0.05 0.05 0.05 0.05
C 0.05 0.05 0.05 0.05 0.05 0.05 0.05
D
Kg 25 28 23 64 22 16 47 225 0.225
0.559
0.996
3/8
1/2
KG TON
Cantidad de varillas Metros totales 402 Varillas necesarias 33
Φ 3/8"
OSA DE ENTREPISO
AREA TOTAL DE LA SUPERFICIE
B
C
D
Kg
0.05
0.05
25
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
24 32 30 10 28 38 8 12 206
Cantidad de varillas Metros totales 369 Varillas necesarias 31
B
C 0.05 0.05
D 0.05 0.05
Cantidad de varillas Metros totales Varillas necesarias
AREA DE ABERTURA DE ESCALERA AREA DE ABACOS MALLA ELECTROSOLDADA
LONGITUD TOTAL 369
LONGITUD DE ESTRIBOS 0.58
Φ 3/8"
Kg 13.2 19.3 32.5 58 5
Φ 3/8" 8.26666667 13.6
O EN ABACOS B
C
D
Kg
ESTRIBOS AMARRES 0.1
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05
0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 SUMA Φ 3/8" SUMA Φ 1/2"
6 6 5 21 9 3 11 11 23 KG 49 KG
Cantidad de varillas Metros totales Varillas necesarias
41 3
Φ 3/8"
Cantidad de varillas Metros totales Varillas necesarias
49 4
Φ 1/2"
0.84 1.64
2 59.36 m 2 4.85 m 5.48 2 49.03 m
ESTRIBOS LONGITUD TOTAL 0.68
SEPARACION DE ESTRIBOS 0.15 ALAMBRÓN
CANTIDAD 2460 1681.8 m
CONCRETO EN LOSA DE CIMENTACIÓN (f´c= 250 kg/cm2)
L1 (m) 7 5.13 3.8
ejes A-E,2-7 C-E,7-8 D-E,8-9
L2 (m) 6.4 0.5 0.93
e (m) 0.13
∑=
Volumen (m3) 5.824 0.33345 0.45942 6.61687
CASTILLOS DE ARMEX (15x15-4) (f´c= 200 kg/cm2) Area Total Altura b Cantidad Volumen Total (m3) (m) (m2) 0.15 23 2.4 8.28 1.24
a 0.15
FIRME DE CONCRETO (f´c= 100 kg/cm2) EJES
L1
L2
A-E,2-9
7
7.83
ESPESOR VOLUMEN 3 (m) (m ) 0.05
2.74
CONCRETO EN LOSA DE CIMENTACIÓN (f´c= 250 kg/cm2)
ELEMENTO LOSA DE ENTREPISO NERVADURA
AREA TOTAL
e (m)
Volumen 3 (m )
54.51
0.05
2.73
0.03
545.6
16 19
m3
CONCRETO DE ZAPATA AISLADA (f´c= 250 kg/cm2) l1
l2
L12
L23
e1
0.2
0.3
0.8
0.8
0.6
TRABE (15x15-4) (f´c=200 kg/cm2) Área Longitud b Total (m) Total (m2) 0.15 36.52 5.48
a 0.15
Área de Área de 2 2 muros (m ) Trabe (m ) 64.287
5.48
15
560.6
Volumen Total (m3) 0.82
RECUBRIMIENTO (f´c= 100kg/cm2) Área de Espesor Castillos Área Total (m2) (m) (m2) 8.28 78.05 0.05
545.6
(f´c= 250 kg/cm2)
2
e2 0.2
) Volumen (m3) 3.90
Volumen (m3) 0.164
Block 15x20x40 Área de 1 block= Junteo de 15 cm
0.08
CUANTIFICACION DE 1 m2 DE MURO 2
Espesor (m) 0.015 0.015 0.015
ÁREAS DE JUNTEO (f´c=100kg/cm ) Longitud Cantidad (m) 1 5 0.2 8 0.125 2
Área real de block= 1m2-0.1028m2= 0.8972 Área real de block= Cantidad de block a usar= Volumen de junteo (f´c=100kg/cm2)=
EJE EJE 2 A-E EJE 3 A-D EJE 5 A-C EJE 7 A-C EJE 8 C-D EJE 9 D-E suma=
11.22 0.010280
DISTANCIAS DE MUROS LONGITUD LONGITUD EJE (m) (m) EJE A 7 2-7 5.8 EJE C 3.425 5-8 1.8 EJE D 2.105 2´-3 0.7 8-9 0.78 2.1 EJE E 2-9 7.53 1.48 suma= 16.61 3.8 19.91 suma total=
altura del primer piso=
36.52
m
2.4
m
Área total de muros= ventanas,trabes y puertas= 2
23 castillos (15x15-4)= ventana frontal(1.6x1.4)=
8.28 m 2 2.24 m
ventana de baño (0.6x0.4)=
2 0.24 m
puerta delantera (0.9x2.15)=
1.935 m2
puerta trasera (1.8x2.15)=
2 3.87 m
block= BLOCK PARA 64.29 m2 pza/m2 11.22
ventana trasera(1.2x.1.1)= trabe (15x15-4)= suma total=
2
1.32 m 2 5.478 m 2 23.363 m
JUNTEO (f´c=100kg/cm2) para 64.29 m3/m2 0.010280
m2
ION DE 1 m2 DE MURO
BLOCK
2
NTEO (f´c=100kg/cm ) Área 2 (m ) 0.015 0.003 0.0019 Suma= 0.8972 m2
L= 0.4 Área total 2 (m ) 0.075 0.024 0.0038 0.1028
piezas/m2 m3/m2
2 87.65 m 2
23.36 m 2 64.29 m BLOCK PARA 64.29 m2 Área 64.29
Block (15x20x40) 721.33
A= 0.2 ANCHO= 0.1
UNTEO (f´c=100kg/cm2) para 64.29 m2 Área 64.29
Volumen 0.66
PROPORCIONAMIENTO DEL RESISTENCIA 2 (kg/cm ) 100 200 250
PROPORCIONAMIENTO CEMENTO 1 1 1
ARENA 5 4.5 3.5
GRAVA 0 5.5 5
MATERIAL POR m CEMENTO 10.53 5.26 6.19
ARENA 52.63 23.68 21.67
3
GRAVA 0.00 28.95 30.96 TOTALES EN LATAS
PROPORCIONAMIENTO DEL CONCRETO VOLUMEN 7.63 2.06 25.78 TOTALES EN LATAS TOTALES
MATERIAL PARA VOLUMEN CEMENTO 80.32 10.84 159.63 251 251
ARENA 401.58 48.79 558.70 1009 19
GRAVA 0.00 59.63 798.14 858 16
CANTIDADES FINALES CEMENTO 251.00
UNIDAD SACOS
ARENA 2.7
UNIDAD VIAJES
NALES GRAVA 2.3
UNIDAD VIAJES
LATA 0.019 0.019 0.019
CEMENTO 0.019 0.019
ARENA 0.095 0.0855 0.0665
GRAVA 0.1045 0.095
RELACION 10.53 5.26 6.19
HOJA MATERIAL CASETON 60 X 15 Varillas. 1/2 Varillas. 3/4 Varillas. 3/8 CEMENTO ALAMBRON ARMEX 15X30 ARMEX 12X12 GRAVA 3/4 ARENA BLOCK
CANTIDAD 54 4 0 72 251 422.13 6 9.2 2.3 2.7 721.33
UNIDAD PZA PZA PZA PZA SACO KG pza PZA VIAJE VIAJE PZA
UNIDAD PZA PZA PZA PZA SACO KG PZA PZA VIAJE VIAJE PZA
LA CEIBA $45.00 $184.00 $427.00 $103.00 $120.00 $18.00 $140.00 $116.00 $2,350.00 $1,000.00 $8.50
MATE APAGADOR OCULTO CENTRO DE CARGA PRINCIPAL ACOMETIDA POLIDUCTO FLEXIBLE DE 1/2 POLIDUCTO FLEXIBLE DE 3/4 CABLE CALIBRE 12 CABLE CALIBRE 14 MANGUERA PARA GAS REGULADOR DE BAJA PRESION
7 1 1 1.2 2.74 33.09 13.78 5 1
PZA PZA PZA RLL-100 RLL-50 RLL-100 RLL-100 M PZA
PZA PZA PZA RLL-100 RLL-50 RLL-100 RLL-100 M PZA
$13.00 $20.00 $165.00 $145.00
MATER VALVULA DE COMPUERTA SOLDABLE DE 1/2 TUBO DE COBRE DE 1/2 TUBO DE COBRE DE 3/4 TEE DE COBRE DE 1/2 TAPON TIPO MACHO DE 1/2 CODO DE 1/2 DE 90 CODO DE 1/2 DE 45 TEE DE 3/4 LLAVE DE NARIZ DE 1/2 CODO DE 3/4 DE 90 CODO DE 3/4 DE 45
1 5.27 0.48 9 12 4 6 1 2 1 0
PZA TR-6 TR-6 PZA PZA PZA PZA PZA PZA PZA PZA
PZA TR-6 TR-6 PZA PZA PZA PZA PZA PZA PZA PZA
$54.50 $260.00 $420.00 $8.50 $8.00 $6.00 $11.00 $26.00 $30.00 $10.50 $20.00
MATERI TUBO DE PVC DE 2 TUBO DE PVC DE 3 TUBO DE PVC DE 4 CODO DE 2 A 90 CODO DE 2 A 45 CODO DE 3 A 90 TEE DE 3 COLADERA CODO DE 4 A 90
1.46 4.09 2.95 8 2 3 1 1 0
TR-6 TR-6 TR-6 PZA PZA PZA PZA PZA PZA
TR-6 TR-6 TR-6 PZA PZA PZA PZA PZA PZA
$72.00 $120.00 $175.00 $4.00 $4.00 $9.00 $12.00 $25.50 $12.50
HOJA DE MATERIALES SANTANDREU EL JAGUAR SILVA $36.21 $0.00 $0.00 $156.58 $174.00 $0.00 $361.50 $391.00 $0.00 $87.69 $106.00 $0.00 $112.93 $120.00 $0.00 $14.07 $19.50 $0.00 $0.00 $146.00 $0.00 $93.78 $118.00 $0.00 $3,000.00 $2,600.00 $0.00 $2,037.50 $1,300.00 $0.00 $7.18 $6.20 $0.00 MATERIAL ELECTRICO $9.83 $0.00 $9.09 $98.23 $0.00 $14.44 $0.00 $9.75 $315.90 $320.00 $312.10 $263.25 $0.00 $260.09 $539.69 $0.00 $509.80 $379.59 $0.00 $358.57 $0.00 $0.00 $0.00 $0.00 $0.00 $57.30 MATERIAL HIDRAULICO $92.08 $0.00 $29.84 $221.02 $0.00 $202.32 $0.00 $0.00 $339.00 $6.27 $0.00 $5.93 $0.00 $0.00 $0.00 $4.07 $0.00 $3.87 $0.00 $0.00 $8.14 $18.12 $0.00 $17.16 $0.00 $0.00 $23.00 $9.13 $0.00 $8.65 $0.00 $0.00 $3.86 MATERIALES SANITARTIOS $57.50 $0.00 $54.60 $96.25 $0.00 $91.02 $157.88 $0.00 $140.00 $1.90 $0.00 $1.79 $1.56 $0.00 $1.42 $4.47 $0.00 $4.49 $7.16 $0.00 $6.72 $0.00 $0.00 $0.00 $8.54 $0.00 $7.75
LA CEIBA $2,430.00 $736.00 $0.00 $7,416.00 $30,120.00 $7,598.37 $852.13 $1,067.20 $5,405.00 $2,700.00 $6,131.31
SANTANDREU $1,955.34 $626.32 $0.00 $6,313.68 $28,345.43 $5,939.39 $0.00 $862.78 $6,900.00 $5,501.25 $5,179.15
EL JAGUAR $0.00 $696.00 $0.00 $7,632.00 $30,120.00 $8,231.57 $888.65 $1,085.60 $5,980.00 $3,510.00 $4,472.25
$91.00 $0.00 $20.00 $198.00 $397.30 $0.00 $0.00 $0.00 $0.00
$68.81 $98.23 $14.44 $379.08 $721.31 $17,858.34 $5,230.75 $0.00 $0.00
$0.00 $0.00 $0.00 $384.00 $0.00 $0.00 $0.00 $0.00 $0.00
$54.50 $1,368.90 $199.50 $76.50 $96.00 $24.00 $66.00 $26.00 $60.00 $10.50 $0.00
$92.08 $1,163.67 $0.00 $56.43 $0.00 $16.28 $0.00 $18.12 $0.00 $9.13 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
$104.88 $491.00 $516.25 $32.00 $8.00 $27.00 $12.00 $25.50 $0.00
$83.76 $393.82 $465.75 $15.20 $3.12 $13.41 $7.16 $0.00 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
SILVA $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
PROMEDIO $20.30 $128.65 $294.88 $74.17 $88.23 $12.89 $71.50 $81.95 $1,987.50 $1,084.38 $5.47
COSTO PROMEDIO $1,096.34 $514.58 $0.00 $5,340.42 $22,146.36 $5,442.33 $435.20 $753.89 $4,571.25 $2,927.81 $3,945.68
$63.63 $0.00 $9.75 $374.52 $712.65 $16,869.28 $4,941.09 $0.00 $57.30
$7.98 $49.12 $11.05 $278.25 $167.09 $349.83 $246.05 $0.00 $19.10
$55.86 $49.12 $11.05 $333.90 $457.81 $11,575.87 $3,390.61 $0.00 $19.10
$29.84 $1,065.21 $161.03 $53.37 $0.00 $15.48 $48.84 $17.16 $46.00 $8.65 $0.00
$44.11 $170.84 $189.75 $5.18 $2.00 $3.49 $4.79 $15.32 $13.25 $7.07 $5.97
$44.11 $899.45 $90.13 $46.58 $24.00 $13.94 $28.71 $15.32 $26.50 $7.07 $0.00
$79.53 $372.42 $413.00 $14.32 $2.84 $13.47 $6.72 $0.00 $0.00
$46.03 $76.82 $118.22 $1.92 $1.75 $4.49 $6.47 $6.38 $7.20
$67.04 $314.31 $348.75 $15.38 $3.49 $13.47 $6.47 $6.38 $0.00
