calculo de materiales

CUADRO PARA EL CALCULO DE CANTIDADES Y MATERIALESNo. 1 2 3 4 5 6 7 8 9 Descripcion PERMISOS Y PRELIMINARES CONSTRUCCION DE CASETA DEMARCACION EXCAVACION VACIADO DE FUNDACION CORRIDA ZAPATAS BLOQUEO DE 6" PARA FUNDACION VIGA SISMICA RELLENO Unid Global m2 Global m3 m3 m3 m2 m3 m3 m2 m2 m3 m2 m3 m3 m3 m3 m2 m2 m2 m2 m2 Global Cantidad 1 4.00 1 4.00 2.00 1.00 452.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 430.77 25.17 20.99 12.50 5662.50 118.96 331.53 18.00 121.97 303.29 18.60 0.05 0.33 0.33 48.80 0.50 0.11 1.49 1.49 0.74 0.02 0.10 0.10 0.08 0.10 0.10 Cemento 19.81 9.89 337.19 9.90 0.31 0.31 9.90 9.90 9.90 9.91 9.90 Arena 1.34 0.69 18.69 0.69 0.05 0.05 0.67 0.67 0.67 0.69 0.69 Piedra 1.34 0.69 14.70 0.69 0.67 0.67 0.67 0.69 0.69 Bloques 4 12.50 0.92 0.92 1.11 0.62 0.24 0.34 0.34 0.05 90.24 3.78 3.78 3.78 7.66 7.66 7.66 5.43 153.56 0.33 0.33 48.80 0.50 12.00 11.82 11.82 11.82 39.13 14.69 72.89 72.89 72.89 47.85 35.86 4 6.6 8 12.50 5650.00 8.00 126.56 7.66 14.69 7.55 15.33 6.00 16.29 Bloques 6 Acero 3 Acero 4 Acero 5 Acero 6 Alambre Madera Clavos Lechada Angulo/Sup. Angulo/Inf. Angulo/Diag. Soldadura

10 BLOQUEO DE 6" PARA PAREDES 11 BLOQUEO DE 4" PARA PAREDES 12 VACIADOS DE COLUMNA DE AMARRE 13 VACIADO VIGAS R.E.P. 14 VIGAS DE AMARRE 15 COLUMNAS ESTRUCTURALES 16 VIGAS ESTRUCTURALES 17 PEDESTALES 18 CERCHAS 19 REPELLO DE PAREDES 20 PISO RUSTICO 21 PISO EXTERIOR 22 COLOCACION DE BALDOSAS 23 TANQUE SEPTICO TOTAL

No. 24 LOSA 25 TECHO 26 CAOS

Descripcion

Unidad m2 m2 ml m2

Cantidad 1.00 100.00 1.00 218.00

Cemento 0.69

Arena 0.05

Piedra 0.05

Acero 3/8 0.96

Acero 1/2

Zinc 3.28 328.00

Laminas 4x8

Carr.3

Carr. 4 17.16

Carr.6 1.00 6.60 14.39 21.99

Carr.8

Alambre 0.65

Tornillos 4.00 400.00 1308.00 1712.00

Soldadura 0.40 5.00 0.49 10.90 16.79

p. Antioxido 0.01 1.00 32.70 33.71

Zinc Toledo

1.00 0.69 0.05 0.05 0.96 331.28 1.00 55.16 72.32 0.65

27 TECHO TIPO TOLEDO TOTAL

715.04

No.

Descripcion

Unidad m m m m2 2 2 2

Cantidad 55.26 76.00 1.00 1.00 133.26

Hojas 2x4 82.89

Angulo 12 6.30

Tee 12 12.21

Tee 4 75.71

Alambre 2.76

Pintura 2.76 3.80 0.05

Pintura fin. 3.04 0.03 3.07

Hoja 4x8 26.43

Stud 10` 92.72

Track 10 27.70

Pasta gyp. 3.80

Cinta 1.27

Tornillo gyp. 2128.00

Clavos a.

Azulejos

Pegamento

28 CIELO RASO SUSPENDIDO 29 CIELO RASO DE GYPSUM 30 COLOCACION DE AZULEJOS 31 PINTURA TOTAL

1.10 82.89 6.30 12.21 75.71 2.76 6.61 26.4252 92.72 27.70 3.80 1.27 2128.00 1.1

0.20 0.2

Presupuesto de Materiales y Mano de Obra para la residencia de.

No. 1 2 3 4 5 6 7 8 9

Descripcion PERMISOS `RELIMINARES CONSTRUCCION DE CASETA DEMARCACION EXCAVACION VACIADO DE FUNDACION ZAPATAS BLOQUEO DE 6" PARA FUNDACION VIGA SISMICA RELLENO

Unid Global M2 Global m3 m3 m3 m3 m3 m3 m2 m2 m3 m3 m3 m3 m3 m2 Ml m2 m2 m2 m2 m2 m2 m2 Global m2 m2

Cantidad 1.00 4 2.00 1.00 452 1 1 1 1 1 1 1.00 1 1.00 100 1.00 1.00 1 1 1 1 1

Costo Mat. B/.

Costo M.O

Prestaciones

Herramientas 2.31 B/. 0.89 B/. 1.23 B/. 0.71 B/. 56.84 B/. 0.68 B/. 0.06 B/. 0.05 B/. 1.75 B/. 1.75 B/. 1.75 B/. 2.11 B/. 1.35 B/. 0.30 B/. 22.50 B/. 0.40 B/. 0.33 B/. 0.03 B/. 0.06 B/. 0.04 B/. 0.09 B/. 0.11 B/.

Total 1

Imprevistos B/. -

Administr. B/. B/. B/. B/. 36.76 B/. 2.65 B/. 34.86 B/. 21.92 B/. 842.80 B/. 20.68 B/. B/. 1.03 B/. 0.85 B/. 28.54 B/. 28.54 B/. 28.54 B/. 47.20 B/. 26.22 B/. 4.81 B/. 190.34 B/. 3.12 B/. 5.35 B/. 0.27 B/. 2.15 B/. 1.77 B/. 1.67 B/. 1.64 B/. B/. B/.

Utilidad B/. B/. 73.51 B/. 5.30 B/. 69.71 B/. 43.83 B/. 1,685.61 B/. 41.36 B/. B/. 2.06 B/. 1.69 B/. 57.08 B/. 57.08 B/. 57.08 B/. 94.39 B/. 52.44 B/. 9.62 B/. 380.68 B/. 6.23 B/. 10.69 B/. 0.53 B/. 4.30 B/. 3.54 B/. 3.33 B/. 3.28 B/. B/. B/.

Total2 -

Costo Total B/. B/. -

P.U.Total #DIV/0! #DIV/0! 8.94

298.53 B/. B/.

46.24 B/. 17.76 B/. 41.05 B/. 23.81 B/. 1,894.50 B/. 22.65 B/. 1.85 B/. 1.69 B/. 58.31 B/. 58.31 B/. 58.31 B/. 70.43 B/. 44.94 B/. 6.00 B/. 450.00 B/. 8.00 B/. 10.85 B/. 1.15 B/. 1.84 B/. 1.49 B/. 1.72 B/. 2.25 B/.

20.47 B/. 7.86 B/. 18.17 B/. 10.54 B/. 838.70 B/. 10.03 B/. 0.82 B/. 0.75 B/. 25.81 B/. 25.81 B/. 25.81 B/. 31.18 B/. 19.90 B/. 2.66 B/. 199.22 B/. 3.54 B/. 4.80 B/. 0.51 B/. 0.82 B/. 0.66 B/. 0.76 B/. 1.00 B/.

367.56 B/. B/. 26.50 B/. 348.56 B/. 219.16 B/. 8,428.03 B/. 206.79 B/. B/. 10.29 B/. 8.47 B/. 285.40 B/. 285.40 B/. 285.40 B/. 471.97 B/. 262.22 B/. 48.11 B/. 1,903.39 B/. 31.15 B/. 53.46 B/. 2.66 B/. 21.51 B/. 17.71 B/. 16.66 B/. 16.38 B/. B/. B/.

18.38 B/. 1.33 B/. 17.43 B/. 10.96 B/. 421.40 B/. 10.34 B/. B/. 0.51 B/. 0.42 B/. 14.27 B/. 14.27 B/. 14.27 B/. 23.60 B/. 13.11 B/. 2.41 B/. 95.17 B/. 1.56 B/. 2.67 B/. 0.13 B/. 1.08 B/. 0.89 B/. 0.83 B/. 0.82 B/. B/. B/.

128.64 B/. 9.28 B/. 122.00 B/. 76.71 B/. 2,949.81 B/. 72.38 B/. B/. 3.60 B/. 2.96 B/. 99.89 B/. 99.89 B/. 99.89 B/. 165.19 B/. 91.78 B/. 16.84 B/. 666.19 B/. 10.90 B/. 18.71 B/. 0.93 B/. 7.53 B/. 6.20 B/. 5.83 B/. 5.73 B/. B/. B/.

496.20 B/. 496.20 35.78 B/.

B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/. B/.

288.11 B/. 184.10 B/. 5,637.99 B/. 173.44 B/. 7.56 B/. 5.98 B/. 199.53 B/. 199.53 B/. 199.53 B/. 368.25 B/. 196.04 B/. 39.16 B/. 1,231.67 B/. 19.21 B/. 37.48 B/. 0.97 B/. 18.79 B/. 15.52 B/. 14.10 B/. 13.02 B/.

470.56 B/. 235.28 295.87 B/. 296.33 11,377.84 B/. 25.17 279.17 B/. 279.17 #DIV/0! 13.89 11.44 13.89 B/. 11.44 B/.

10 BLOQUEO DE 6" PARA PAREDES 11 BLOQUEO DE 4" PARA PAREDES 12 VACIADO DE COLUMNAS DE AMARRE 13 VACIADO VIGAS R.E.P. 14 VIGAS DE AMARRE 15 COLUMNAS ESTRUCTURALES 16 VIGAS ESTRUCTURALES 17 LOSAS 19 CAOS 20 CERCHAS 21 REPELLO DE PAREDES 22 PISO RUSTICO 23 PISO EXTERIOR 24 COLOCACION DE BALDOSAS 25 COLOCACION DE AZULEJOS 26 COLOCACION DE VENTANAS 27 COLOCACION DE PUERTAS 28 CIELO RASO SUSPENDIDO 29 CIELO RASO DE GYPSUM

385.30 B/. 385.30 385.30 B/. 385.30 385.30 B/. 385.30 637.16 B/. 636.65 354.00 B/. 354.00 64.95 B/. 2,569.57 B/. 42.05 B/. 72.18 B/. 3.60 B/. 29.03 B/. 23.91 B/. 22.49 B/. 22.12 B/. 64.95 25.70 42.05 72.18 3.60 29.03 23.91 22.49 22.12

2 18 ESTRUCTURA DE TECHO + CUBIERTA DE ZINC m

#DIV/0! #DIV/0! 15.64 23.68 33.11

55.26 76 218

B/. B/. B/.

268.93 B/. 482.00 B/. 3,718.98 B/.

248.67 B/. 570.00 B/. 1,090.00 B/.

110.09 B/. 252.34 B/. 482.54 B/.

12.43 B/. 28.50 B/. 54.50 B/.

640.12 B/. 1,332.84 B/. 5,346.03 B/. B/. B/. B/.

32.01 B/. 66.64 B/. 267.30 B/. B/. B/. B/. B/.

64.01 B/. 133.28 B/. 534.60 B/. B/. B/. B/. B/.

128.02 B/. 266.57 B/. 1,069.21 B/. B/. B/. B/. B/.

224.04 B/. 466.49 B/. 1,871.11 B/. B/. B/. B/. B/.

864.17 B/. 1,799.33 B/. 7,217.13 B/. 27,861.07

2 30 ESTRUCTURA DE TECHO + CUBIERTA DE ZINC m m2 30 EBANISTERIA

#DIV/0! #DIV/0! #DIV/0! 2.75 #DIV/0!

31 PLOMERIA 32 TANQUE SEPTICO 33 PINTURA BASE Y ACABADO 34 LIMPIEZA TOTAL

Global Global m2 Global B/. 13,619.11 B/. 4,732.73 B/. 2,095.18 B/. 190.81 B/. 1 B/. 0.69 B/. 0.90 B/. 0.40 B/. 0.05 B/.

2.03 B/. B/. 20,637.83 B/.

0.10 B/.

0.20 B/.

0.41 B/.

0.71 B/.

2.75 B/.

1,031.89 B/. 2,063.78 B/. 4,127.57 B/. 7,223.24 B/.

Lista de precios de Materiales

PRECIOS Material 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 32 33 34 35 35 Cemento Arena Piedra Bloque de 6" Bloque de 4" Madera Acero Alambre Clavos Zinc Carriolas 4 Soldadura Tornillos de Zinc Baldosas Azulejos Lechada Trac de 10 pies Stud de 10 pies Tornillos Gypsum Hojas de Gypsum de 4X8 Cinta Gypsum 500 pies Pasta Gypsum Lija Base Gypsum Hojas de Plycem de 2X4 Angulo de 12 pie Tee de 12 pie Tee de 4 pie Pintura Base Pintura Final Pintura Antioxido Aislante Termico 4' x 100' Carriolas para fascia 6 Carriolas de 3 Laminas de 4`x8` Techo tipo Toledo Pegamento Jamo Unidad Sacos M3 M3 Unidad Unidad Pie Tablar Libras Libras Libras Pie Unidad Libras Unidad 2 M 2 M Sacos Unidad Unidad Unidad Unidad Unidad Galon Unidad Galon Unidad Unidad Unidad Unidad Galon Galon Galon 2 M Unidad Unidad Unidad Pie Saco Costo ($) 5.50 10.00 14.00 0.40 0.28 0.60 0.34 0.77 0.60 2.10 18.00 0.60 0.05 7.50 10.00 5.78 1.50 1.65 0.01 5.75 3.60 10.00 0.40 8.00 1.50 1.20 1.20 1.20 6.50 10.00 15.00 84.00 20.80 13.2 18.00 3.00 7.00

Salario de los trabajadores

SALARIO DE LOS TRABAJADORES N 1 2 3 4 5 6 7 8 Tipo de trabajados Albail Carpintero Reforzador Pintor Soldador Ayudante Baldosero Azulejero Unidad Balboas/Hora Balboas/Hora Balboas/Hora Balboas/Hora Balboas/Hora Balboas/Hora Balboas/Hora Balboas/Hora Salario 1.85 2.00 2.50 2.00 2.80 1.37 2.50 2.50

COSTO UNITARIO DE EXCAVACION

Volumen a Excavar ( m 3 )

4

N Salario de Trabajadores 1 Ayudante B/. 1.37

Mano de Obra Prestaciones Herramientas

B/. B/. B/.

17.76 7.86 0.89

Costo Total Precio Unitario

B/. B/.

26.50 6.63

COSTO UNITARIO DE BLOQUEO DE 4"

Area de bloqueo de 4" (m 2)

1

N Material 1 Bloques de 4" 2 Vol de Arena 3 Sacos de Cemento

Cantidad 12.50 0.05 0.31

N Salario de Trabajadores 1 Albail 1.85 2 Ayudante 1.37 MATERIALES 1 Bloques 2 Arena 3 Cemento Costo de Materiales I.T.B.M Total Materiales B/. B/. B/. B/. B/. B/. 3.50 0.48 1.72 5.70 0.28 5.98


B/. B/. B/.

1.69 0.75 0.05


B/. B/.

8.47 8.47

COSTO UNITARIO DE BLOQUEO DE 6"

Area de bloqueo de 6" (m 2)

1

N Material 1 Bloques de 6" 2 Vol de Arena 3 Sacos de Cemento

Cantidad 12.50 0.05 0.31

N Salario de Trabajadores 1 Albail B/. 1.85 2 Ayudante B/. 1.37

MATERIALES 1 Bloques de 6" B/. 2 Arena B/. 3 Cemento B/.

5.00 0.48 1.72

Costo de Materiales I.T.B.M Total Materiales

B/. B/. B/.

7.20 0.36 7.56


B/. B/. B/.

1.85 0.82 0.06


B/. 10.29 B/. 10.29

BLOQUEO RELLENO DE 6"

Area de Bloqueo (m2 )

452 Cantidad 5650.00 18.69 14.70 337.19 2536.26

N 1 2 3 4 5

Material Bloques de 6" Vol de Arena Vol de Piedra Sacos de Cemento Acero (No.4) Lbs.

N Salario de Trabajadores 1 Albail B/. 1.85 2 Reforzador B/. 2.50 3 Ayudante B/. 1.37 MATERIALES Bloques de 6" B/. 2,260.00 Arena B/. 186.89 Piedra B/. 205.74 Cemento B/. 1,854.56 Acero B/. 862.33

1 2 3 4 5

Costo de Materiales I.T.B.M Total de Materiales

B/. 5,369.52 B/. 268.48 B/. 5,637.99


B/. 1,894.50 B/. 838.70 B/. 56.84


B/. 8,428.03 B/. 18.65

COSTO DE REPELLO

Area de Repello (m 2 )

1 Cantidad 0.11 0.02 0.24

N Material 1 Cemento 2 Arena 3 Madera

N Salario de Trabajadores 1 Albail B/. 1.85 2 Ayudante B/. 1.37

MATERIALES 1 Cemento B/. 2 Arena B/. 3 Madera B/.

0.61 0.16 0.15


B/. B/. B/.

0.92 0.05 0.97


B/. B/. B/.

1.15 0.51 0.03


B/. B/.

2.66 2.66

COSTO UNITARIO DE VIGAS DE AMARRE

C.U. de Vigas de Amarre Largo ( mts ) 33.33 Ancho ( mts ) 0.10 Alto ( mts ) 0.30 3 Volumen (M ) 1.00 N 1 2 3 4 5 6 7 Material Sacos de Cemento Vol Arena Vol Piedra Acero Longitudinal Acero Estribos Madera Alambre Cantidad 9.90 0.67 0.67 153.56 42.60 72.89 11.82

N 1 2 3 4

Salario de Trabajadores Albail B/. 1.85 Carpintero B/. 2.00 Reforzador B/. 2.50 Ayudante B/. 1.37 MATERIALES Sacos de Cemento B/. Vol Arena B/. Vol Piedra B/. Acero Longitudinal B/. Acero Estribos B/. Madera B/. Alambre B/.

1 2 3 4 5 6 7

54.47 6.68 9.35 52.21 14.48 43.73 9.10


B/. 190.03 B/. 9.50 B/. 199.53


B/. B/. B/.

58.31 25.81 1.75


B/. 285.40 B/. 285.40

COSTO UNITARIO DE COLUMNA DE AMARRE

C.U. de Columna de Amarre Largo (mts) 33.33 Ancho (mts) 0.10 Alto (mts) 0.30 3 Volumen (M ) 1.00 N 1 2 3 4 5 6 7 Material Sacos de Cemento Vol Arena Vol Piedra Acero Longitudinal Acero Estribos Madera Alambre Cantidad 9.90 0.67 0.67 153.56 42.60 72.89 11.82

N 1 2 3 4

Salario de Trabajadores Albail B/. 1.85 Carpintero B/. 2.00 Reforzador B/. 2.50 Ayudante B/. 1.37 MATERIALES Sacos de Cemento B/. Vol Arena B/. Vol Piedra B/. Acero Longitudinal B/. Acero Estribos B/. Madera B/. Alambre B/.

1 2 3 4 5 6 7

54.47 6.68 9.35 52.21 14.48 43.73 9.10


B/. 190.03 B/. 9.50 B/. 199.53


B/. B/. B/.

58.31 25.81 1.75


B/. 285.40 B/. 285.40

COSTO UNITARIO FUNDACION CORRIDA

C.U. de Fundacion Corrida Largo ( mts ) 66.67 Ancho ( mts ) 0.30 Espesor ( mts ) 0.10 3 Volumen (M ) 2.00 N 1 2 3 4 5 Material Sacos de Cemento Vol Arena Vol Piedra Acero Longitudinal Acero Estribos Cantidad 19.81 1.34 1.34 307.12 85.20

N Salario de Trabajadores 1 Albail B/. 1.85 2 Reforzador B/. 2.50 3 Ayudante B/. 1.37 MATERIALES Sacos de Cemento B/. 108.94 Vol Arena B/. 13.36 Vol Piedra B/. 18.70 Acero Longitudinal B/. 104.42 Acero Estribos B/. 28.97

1 2 3 4 5


B/. 274.39 B/. 13.72 B/. 288.11


B/. B/. B/.

41.05 18.17 1.23


B/. 348.56 B/. 174.28

COSTO UNITARIOS DE PISOS

Costo Unitario de Pisos Area (M ) Largo Piso Ancho Piso Espesor ( mts ) Separacion acero largo Separacion acero ancho Peso de acero(1 barra) Lbs. 3 Volumen ( m ) N 1 2 3 4 5 6 Material Cemento Vol Arena Vol Piedra Acero 3/8 ( Lbs.) Madera Aambre (Lbs.)2

1.00 1.00 1.00 0.15 0.30 0.30 20.04 0.15 Cantidad 1.49 0.10 0.10 18.43 0.34 1.11

N Salario de Trabajadores 1 Albail B/. 1.85 2 Reforzador B/. 2.50 3 Ayudante B/. 1.37 MATERIALES 1 2 3 4 5 6 Cemento Piedra Arena Acero Madera Alambre B/. B/. B/. B/. B/. B/. 8.17 1.40 1.00 6.27 0.20 0.85


B/. 17.89 B/. 0.89 B/. 18.79


B/. B/. B/.

1.84 0.82 0.06


B/. 21.51 B/. 21.51

COSTO UNITARIO DE TECHO

Largo de Techo( mts) Ancho de Techo ( mts) Separacion de Carriolas ( mts ) Pendiente ( % ) Area de Techo (m2) N 1 2 3 4 5 6 Material Carriolas Carriolas de fascia Zinc Soldadura Tornillos zinc Pintura

1 100 1 20 100 Cantidad 17.16 6.60 328.00 5.00 400.00 1.00

1 2 3 4 5 6

MATERIALES Carriolas Carriolas de Fascia Zinc Soldadura Tornillos para zinc Pintura

B/. B/. B/. B/. B/. B/.

308.94 137.28 688.80 3.00 20.00 15.00


B/. 1,173.02 B/. 58.65 B/. 1,231.67


B/. B/. B/.

450.00 199.22 22.50


B/. 1,903.39 B/. 19.03

COSTO UNITARIO DE BALDOSAS

Area de baldosas (m 2)

1.00 Cantidad 1.10 0.08 0.74 0.05

N 1 2 3 4

Material Baldosas Arena Cemento Lechada

Salario de Trabajadores N 1 Baldosero B/. 2.50 2 Ayudante B/. 1.37

1 2 3 4

MATERIALES Baldosas B/. Arena B/. Cemento B/. Lechada B/.

8.25 0.80 4.09 0.29


B/. 13.42 B/. 0.67 B/. 14.10


B/. B/. B/.

1.72 0.76 0.09


B/. 16.66 B/. 16.66

COSTO UNITARIO DE VIGAS R.E.P

Largo (mts) Ancho (mts) Alto (mts) 3 Volumen(m ) N 1 2 3 4 5 6 7 Material Sacos de Cemento Vol Arena Vol Piedra Acero Longitudinal Acero Estribos Madera Alambre

33.33 0.10 0.30 1.00 Cantidad 9.90 0.67 0.67 153.56 42.60 72.89 11.82

N 1 2 3 4

Salario de Trabajadores Albanil B/. 1.85 Carpintero B/. 2.00 Reforzador B/. 2.50 Ayudante B/. 1.37

1 2 3 4 5 6 7

MATERIALES Sacos de Cemento B/. Vol Arena B/. Vol Piedra B/. Acero Longitudinal B/. Acero Estribos B/. Madera B/. Alambre B/.

54.47 6.68 9.35 52.21 14.48 43.73 9.10


B/. 190.03 B/. 9.50 B/. 199.53


B/. B/. B/.

58.31 25.81 1.75


B/. 285.40 B/. 285.40

COSTO UNITARIO DE VIGAS SISMICAS

Largo de Viga(ml) Ancho de Viga (m) Alto de Viga (m) No. de barras de Viga Seperacion de estrivos (m) Volumen vigas Sismica (m 3) N 1 2 3 4 5 6 Material Sacos de Cemento Arena Piedra Acero Longitudinal Acero de estribos Alambre

11.11 0.30 0.30 6.00 0.20 1.00 Cantidad 9.90 0.69 0.69 153.56 90.24 14.69

N Salario de Trabajadores 1 Albail B/. 1.85 2 Reforzador B/. 2.50 3 Ayudante B/. 1.37 MATERIALES Cemento Arena Piedra Acero longitudinal Acero estribos Alambre

1 2 3 4 5 6

B/. B/. B/. B/. B/. B/.

54.47 6.88 9.63 52.21 30.68 11.31


B/. 165.18 B/. 8.26 B/. 173.44


B/. B/. B/.

22.65 10.03 0.68


B/. 206.79 B/. 206.79

COSTO UNITARIO DE ZAPATA 1

Largo de Zapatas(ml) Ancho de Zapatas (m) Peralte de Zapatas (m) Seperacion acero a lo largo (m) Seperacion de acero a lo ancho (m) Volumen de Zapatas (m3) Cantidad de Zapatas N 1 2 3 4 5 Material Sacos de Cemento Arena Piedra Acero Alambre

2.58 2.58 0.15 0.30 0.30 1.00 1.00 Cantidad 9.89 0.69 0.69 270.36 16.29

N Salario de Trabajadores 1 Albail B/. 2 Reforzador B/. 3 Ayudante B/. MATERIALES 1 2 3 4 6 Cemento Arena Piedra Acero longitudinal No.6 Alambre B/. B/. B/. B/. B/.

1.85 2.50 1.37

54.39 6.87 9.62 91.92 12.54


B/. 175.34 B/. 8.77 B/. 184.10


B/. B/. B/.

23.81 10.54 0.71


B/. 219.16 B/. 219.50

COSTO UNITARIO DE COLUMNAS ESTRUCTURALES

Largo de Columna (ml) Ancho de Columna A (m) Ancho de de Columna B (m) Seperacion de estribos (m) 3 Volumen de Columna (m ) Numero de barras por Columna Cantidad de Columnas N 1 2 3 4 5 6 7 Material Sacos de Cemento Arena Piedra Acero Longitudinal (3/4) Acero para estribos(1/2) Alambre Madera( 3 usos)

5.56 0.30 0.30 0.30 1.00 6.00 2.00 Cantidad 9.91 0.69 0.69 540.72 108.79 39.13 47.85

N 1 2 3 4

Salario de Trabajadores Albail B/. Reforzador B/. Carpintero B/. Ayudante B/. MATERIALES Cemento Arena Piedra Acero longitudinal No.6 Acero para estribos Alambre Madera

1.85 2.50 2.00 1.37

1 2 3 4 5 6 7

B/. 54.51 B/. 6.89 B/. 9.64 B/. 183.84 B/. 36.99 B/. 30.13 B/. 28.71 B/. 350.71 B/. 17.54 B/. 368.25



B/. B/. B/.

70.43 31.18 2.11


B/. 471.97 B/. 471.59

COSTO UNITARIO DE VIGAS ESTRUCTURALES

Largo de Viga(ml) Ancho de Viga (m) Alto de Viga (m) No. de barras de Viga Seperacion de estrivos (m) Volumen vigas Estructural (m 3) N 1 2 3 4 5 6 7 Material Sacos de Cemento Arena Piedra Acero Longitudinal(1/2) Acero de estribos(3/8) Alambre Madera( 3 usos)

11.11 0.30 0.30 6.00 0.20 1.00 Cantidad 9.90 0.69 0.69 153.56 90.24 14.69 35.86

N 1 2 3 4

Salario de Trabajadores Albail B/. Reforzador B/. Ayudante B/. Carpintero B/. MATERIALES Cemento Arena Piedra Acero longitudinal Acero estribos Alambre Madera

1.85 2.50 1.37 2.00

1 2 3 4 5 6 7

B/. B/. B/. B/. B/. B/. B/.

54.47 6.88 9.63 52.21 30.68 11.31 21.52


B/. 186.70 B/. 9.34 B/. 196.04


B/. B/. B/.

44.94 19.90 1.35


B/. 262.22 B/. 262.22

COSTO UNITARIO DE LOSAS

Largo de Losa( ml ) Ancho de losa( ml ) Espesor de Losa (m) Separacion de Carriolas Separacion de Acero( largo) Separacion de Acero( ancho) Area ( m2) N 1 2 3 4 5 6 7 8 9 10 Material Cemento Arena Piedra Carriolas Soldadura Acero (3/8) Zinc (pies) Alambre (Lbs) Tornillos para Zinc Antioxido

1.00 1.00 0.07 0.50 0.30 0.30 1.00 Cantidad 0.69 0.05 0.05 1.00 0.40 0.96 3.28 0.65 4.00 0.01

N 1 2 3 4

Salario de Trabajadores Albail B/. Carpintero B/. Soldador B/. Ayudantes B/. MATERIALES

1.85 2.00 2.80 1.37

1 2 3 4 5 6 7 8 9

Cemento Arena Piedra Carriolas Soldadura Acero Zinc Alambre Tornillos

B/. 3.81 B/. 0.48 B/. 0.67 B/. 20.80 B/. 0.24 B/. 3.69 B/. 6.89 B/. 0.50 B/. 0.20


B/. 37.29 B/. 1.86 B/. 39.16


B/. B/. B/.

6.00 2.66 0.30


B/. 48.11 B/. 48.11

COSTO UNITARIO DE CERCHAS

Cerchas Largo de Cercha(ml) Alto de Cercha (m) Distancia 1mayor (m) Distancia 2 menor (m) No. Elementos (Cuerda superior) No. Elementos (Cuerda inferior) No. Elementos(Diagonales) Area de Cercha( m2) N 1 2 3 4

1.00 1.00 0.50 0.50 2.00 2.00 2.00 1.00

Material Cantidad Peso Cuerda superior( de 20 pies) 0.33 48.8 Cuerda inferior(de 20 pies) 0.33 48.8 Diagonales( de 20 pies) 1.47 48.8 Soldadura( Lbs.) 0.50

N Salario de Trabajadores 1 Soldador B/. 2 Ayudante B/.

2.80 1.37

1 2 3 4

MATERIALES Angulos cuerda superior Angulos cuerda inferior Angulos diagonales Soldadura

B/. B/. B/. B/.

5.53 5.53 24.33 0.30


B/. B/. B/.

35.70 1.78 37.48


B/. B/. B/.

10.85 4.80 0.33


B/. B/.

53.46 53.46

COSTO UNITARIO DE CIELO RASO SUSPENDIDO

Cielo raso suspendido (m 2) N 1 2 3 4 5 6 Material Hojas de 2`x4` Angulos de 12` Tee de 12` Tee de 4` Pintura ( gal.) Alambre

55.26 Cantidad 82.89 6.30 12.21 75.71 2.76 2.76

1 2 3 4 5 6

MATERIALES Hojas de 2`x4` Angulos de 12` Tee de 12` Tee de 4` Pintura ( gal.) Alambre

B/. 124.34 B/. 7.56 B/. 14.65 B/. 90.85 B/. 17.96 B/. 0.77


B/. 256.13 B/. 12.81 B/. 268.93


B/. 248.67 B/. 110.09 B/. 12.43


B/. 640.12 B/. 11.58

COSTO UNITARIO DE CIELO RASO DE GYPSUM

Cielo raso suspendido (m 2) N 1 2 3 4 5 6 7 8 Material Hojas de 4`x8` Tornillos Gyp. Stud de 10 Track de 10 Cinta gypsum( rollode 500) Pasta Gypsum Pintura Base Pintura Final

76 Cantidad 26.43 2128.00 92.72 27.70 1.27 3.80 3.80 3.04

1 2 3 4 5 6 7 8

MATERIALES Hojas de 4`x8` Tornillos Gyp. Stud de 10 Track de 10 Cinta Gypsum ( rollo de 500`) Pasta Gypsum Pintura Base Pintura Final

B/. B/. B/. B/. B/. B/. B/. B/.

151.94 14.90 152.99 41.55 4.57 38.00 24.70 30.40


B/. B/. B/.

459.05 22.95 482.00


B/. B/. B/.

570.00 252.34 28.50


B/. 1,332.84 B/. 17.54

COSTO UNITARIO DE PISOS EXTERIORES

Area (m2) Largo Piso Ancho Piso Espesor (mts) Separacion acero largo Separacion acero ancho Peso de acero (1 barra) Lbs. Volumen (m 3) N 1 2 3 4 5 6 Material Cemento Vol Arena Vol Piedra Acero 3/8 ( Lbs.) Madera Aambre (Lbs.)

1.00 1.00 1.00 0.15 0.30 0.30 11.28 0.15 Cantidad 1.49 0.10 0.10 10.37 0.34 0.62

Salario de Trabajadores N 1 Albail B/. 2 Reforzador B/. 3 Ayudante B/. MATERIALES B/. B/. B/. B/. B/. B/.

1.85 2.50 1.37

1 2 3 4 5 6

Cemento Piedra Arena Acero Madera Alambre

8.17 1.40 1.00 3.53 0.20 0.48


B/. B/. B/.

14.78 0.74 15.52


B/. B/. B/.

1.49 0.66 0.04


B/. B/.

17.71 17.71

COSTO UNITARIO DE CAOS

Ancho Alto Largo(ml)

0.40 0.40 1.00

N Material 1 Laminas de 4x8 2 Soldadura(Lbs.)

Cantidad B/. 1.00 B/. 0.49

MATERIALES 1 Laminas de 4x8 B/. 18.00 2 Soldadura B/. 0.30


B/. 18.30 B/. 0.91 B/. 19.21


B/. B/. B/.

8.00 3.54 0.40


B/. 31.15 B/. 31.15

COSTO UNITARIO DE CONSTRUCCION DE CASETA

Largo de Caseta(mts) Ancho de caseta 2 Area de Caseta(m ) N Material 1 Madera( pie tab.) 2 Zinc( pies) 3 Clavos

1.33 3.00 4.00 Cantidad 26.67 126.67 3.86

N Salario de Trabajadores 1 Carpintero B/. 2.00 2 Ayudante B/. 1.37

MATERIALES 1 Madera B/. 16.00 2 Zinc B/. 266.00 3 Clavos B/. 2.32


B/. 284.32 B/. 14.22 B/. 298.53


B/. B/. B/.

46.24 20.47 2.31


B/. 367.56 B/. 91.89

COSTO UNITARIO DE TECHO TIPO TOLEDO

Largo de Techo (mts) Ancho de Techo (mts) Separacion de Carriolas (mts) Pendiente ( % ) Area de Techo (m2) N 1 2 3 4 5 6 Material Carriolas Carriolas de fascia Zinc Soldadura Tornillos zinc Pintura

1 218 0.7 35 218 Cantidad 55.16 14.39 715.04 10.90 1308.00 2.18

MATERIALES 1 2 3 4 5 6 Carriolas Carriolas de Fascia Zinc Toledo Soldadura Tornillos para zinc Pintura B/. 992.86 B/. 299.27 B/. 2,145.12 B/. 6.54 B/. 65.40 B/. 32.70


B/. 3,541.89 B/. 177.09 B/. 3,718.98


B/. 1,090.00 B/. 482.54 B/. 54.50


B/. 5,346.03 B/. 24.52

COSTO UNITARIO PARA INSTALACION DE AZULEJOS

Area de azulejos (m2) N 1 2 Material Azulejos Pegamento

1.00 Cantidad 1.10 0.20

N 1 2

Salario de Trabajadores Baldosero B/. 2.50 Ayudante B/. 1.37

1 2

MATERIALES Azulejos Pegamento

B/. 11.00 B/. 1.40


B/. 12.40 B/. 0.62 B/. 13.02


B/. B/. B/.

2.25 1.00 0.11


B/. 16.38 B/. 16.38

COSTO UNITARIO DE PINTURA

Area a Pintar (m2) N 1 2

1.00

Material Cantidad Pintura base 0.05 Pintura acabado 0.03

N 1 2

Salario de Trabajadores Pintor B/. 2.00 Ayudante B/. 1.37

1 2

MATERIALES Pintura base B/. 0.33 Pintura acabado B/. 0.33


B/. 0.66 B/. 0.03 B/. 0.69


B/. 0.90 B/. 0.40 B/. 0.05


B/. 2.03 B/. 2.03

calculo de materiales

Documents