| $33,750 |
| $18,300 |
| $39,300 |
| $41,400 |
| $31,600 |
| $23,450 |
| $34,200 |
| $172,000 |
| $256,900 |
| $34,750 |
| $67,800 |
| $30,050 |
| $41,700 |
| $1,550,000 |
| $582,500 |
| $463,450 |
| $33,900 |
| $58,550 |
| $64,800 |
| $79,750 |
| $543,900 |
| $802,450 |
| $42,500 |
| $52,350 |
| $33,700 |
| $41,150 |
| $672,000 |
| $59,750 |
| $160,150 |
| $210,800 |
| $550,000 |
| $92,000 |
| $163,550 |
| $88,500 |
| $67,300 |
| $641,000 |
| $176,650 |
| $38,450 |
| $39,550,000 |
| $64,200 |
| $138,250 |
| $499,000 |
| $341,200 |
| $75,750 |
| $1,101,600 |
| $94,900 |
| $173,800 |
| $491,200 |
| $100,650 |
| $56,600 |
| $1,150,000 |
| $39,000 |
| $50,000 |
| $63,700 |
| $43,400 |
| $28,597 |
| $208,000 |
| $590,000 |
| $28,150 |
| $68,950 |
| $29,000 |
| $1,287,000 |
| $134,300 |
| $1,235,000 |
| $35,150 |
| $91,000 |
| $78,500 |
| $22,000 |
| $25,950 |
| $338,000 |
| $11,000 |
| $13,520 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño hidráulico de edificio x 1 m2 | 1 | 6,760 | 6,760 |
Salario mínimo mensual vigente, base | 0.0052 | 1,300,000 | 6,760 |
Diseño sanitario de edificio x 1 m2, servicio | 1 | 6,760 | 6,760 |
Salario mínimo mensual vigente, base | 0.0052 | 1,300,000 | 6,760 |
Valor Adicional: | 13,520 |
| $104,000 |
| $15,179,710 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 7 | 2,168,530 | 15,179,710 |
Salario mínimo mensual vigente, base | 7 | 1,300,000 | 9,100,000 |
Salario mínimo mensual vigente, base | 0.8722 | 1,300,000 | 1,133,860 |
Salario mínimo mensual vigente, base | 0.84 | 1,300,000 | 1,092,000 |
Salario mínimo mensual vigente, base | 0.595 | 1,300,000 | 773,500 |
Salario mínimo mensual vigente, base | 0.63 | 1,300,000 | 819,000 |
Salario mínimo mensual vigente, base | 0.5831 | 1,300,000 | 758,030 |
Salario mínimo mensual vigente, base | 0.07 | 1,300,000 | 91,000 |
Salario mínimo mensual vigente, base | 0.0364 | 1,300,000 | 47,320 |
Salario mínimo mensual vigente, base | 0.5831 | 1,300,000 | 758,030 |
Salario mínimo mensual vigente, base | 0.2919 | 1,300,000 | 379,470 |
Salario mínimo mensual vigente, base | 0.175 | 1,300,000 | 227,500 |
Valor Adicional: | 15,179,710 |
| $97,500 |
| $286,500 |
| $38,450 |
| $104,000 |
| $28,400 |
| $10,000,000 |
| $20,280 |
| $45,250 |
| $35,000 |
| $992,730,233 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,199,995 | 1,199,995 |
Hora de ingeniero | 32.3607 | 37,082 | 1,199,995 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,330,982 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 48600 | 13,181 | 640,596,600 |
Soldador mano de obra x hora | 8750 | 16,640 | 145,600,000 |
Salario mínimo mensual vigente, base | 112 | 1,300,000 | 145,600,000 |
Valor Adicional: | 786,196,600 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 15 | 533,055 | 7,995,829 |
Arena lavada de río 1 m3 | 8.82 | 95,019 | 838,068 |
Cemento 1 Kg | 5512.5 | 798 | 4,398,975 |
Triturado de 3/4" x 1 m3 | 13.23 | 150,500 | 1,991,115 |
Agua para la obra 1 litro | 2992.5 | 36 | 108,927 |
Mezcladora 1 bulto, alquiler x hora | 7.2 | 7,150 | 51,480 |
Cuadrilla 7 (8 obreros) x jornal | 1.05 | 578,347 | 607,264 |
Acero G-60 x 1 Kg | 13000 | 5,200 | 67,600,000 |
Valor Adicional: | 75,595,829 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 500 | 10,038 | 5,018,823 |
Cuerda de Nylon 100 m x 0,50 mm | 25 | 50,900 | 1,272,500 |
Estaca de Madera Ø=0.05 L=0.60 m | 250 | 6,100 | 1,525,000 |
| 5 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 8.2 | 24,504 | 200,936 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 82.45 | 24,504 | 2,020,387 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 4 | 4,147,000 | 16,588,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 12 | 650,000 | 7,800,000 |
Ensayo SPT | 4 | 247,000 | 988,000 |
Informe Geotécnico y recomendaciones de construcción | 4 | 1,950,000 | 7,800,000 |
Valor Adicional: | 21,606,823 |
| $75,600 |
| $140,800 |
| $97,500 |
| $58,100 |
| $42,800 |
| $786,700 |
| $27,100 |
| $65,400 |
| $791,200 |
| $31,600 |
| $59,000 |
| $90,700 |
| $411,500 |
| $163,800 |
| $38,850 |
| $74,900 |
| $47,500 |
| $69,900 |
| $443,000 |
| $120,450 |
| $134,500 |
| $380,000 |
| $81,900 |
| $25,950 |
| $43,950 |
| $6,404,580 |
| $111,800 |
| $1,560,000 |
| $32,800 |
| $25,700 |
| $78,000 |
| $240,000 |
| $910,000 |
| $14,000 |
| $127,900 |
| $37,700 |
| $259,000 |
| $55,450 |
| $25,250 |
| $402,550 |
| $75,500 |
| $833,700 |
| $32,850 |
| $30,600 |
| $54,900 |
| $31,850 |
| $192,650 |
| $78,000 |
| $140,850 |
| $195,290 |
| $490,000 |
| $508,750 |
| $50,200 |
| $110,200 |
| $30,700 |
| $277,850 |
| $25,650 |
| $26,450 |
| $138,500 |
| $68,150 |
| $34,150 |
| $88,900 |
| $0 |
| $101,350 |
| $29,700 |
| $1,489,000 |
| $29,550 |
| $355,000 |
| $99,000 |
| $107,700 |
| $418,000 |
| $36,000 |
| $82,900 |
| $35,500 |
| $98,700 |
| $16,000 |
| $20,500 |
| $28,200 |
| $45,500 |
| $24,800 |
| $50,000 |
| $108,900 |
| $90,300 |
| $654,000 |
| $374,750 |
| $779,000 |
| $96,500 |
| $35,800 |
| $695,000 |
| $321,000 |
| $512,000 |
| $189,000 |
| $187,800 |
| $43,700 |
| $22,500 |
| $54,600 |
| $62,050 |
| $143,300 |
| $66,500 |
| $595,000 |
| $476,619 |
| $32,200 |
| $110,900 |
| $43,350 |
| $96,642,307 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 51.58 | 533,055 | 27,494,990 |
Arena lavada de río 1 m3 | 30.32904 | 95,019 | 2,881,835 |
Cemento 1 Kg | 18955.65 | 798 | 15,126,609 |
Triturado de 3/4" x 1 m3 | 45.49356 | 150,500 | 6,846,781 |
Agua para la obra 1 litro | 10290.21 | 36 | 374,564 |
Mezcladora 1 bulto, alquiler x hora | 24.7584 | 7,150 | 177,023 |
Cuadrilla 7 (8 obreros) x jornal | 3.6106 | 578,347 | 2,088,180 |
Acero G-60 x 1 Kg | 2170 | 5,200 | 11,284,000 |
Cuadrilla de albañileria x 1 Hora | 800 | 24,504 | 19,603,511 |
Oficial de construcción x hora | 800 | 15,397 | 12,317,250 |
Ayudante de construcción x 1 hora | 800 | 9,108 | 7,286,261 |
Valor Adicional: | 58,382,502 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 5 | 533,055 | 2,665,276 |
Arena lavada de río 1 m3 | 2.94 | 95,019 | 279,356 |
Cemento 1 Kg | 1837.5 | 798 | 1,466,325 |
Triturado de 3/4" x 1 m3 | 4.41 | 150,500 | 663,705 |
Agua para la obra 1 litro | 997.5 | 36 | 36,309 |
Mezcladora 1 bulto, alquiler x hora | 2.4 | 7,150 | 17,160 |
Cuadrilla 7 (8 obreros) x jornal | 0.35 | 578,347 | 202,421 |
Acero G-60 x 1 Kg | 1300 | 5,200 | 6,760,000 |
Valor Adicional: | 9,425,276 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| $25,750 |
| $35,900 |
| $1,200,000 |
| $40,000 |
| $120,000 |
| $32,550 |
| $77,000 |
| $199,873 |
| $43,300 |
| $89,600 |
| $830,000 |
| $73,000 |
| $235,600 |
| $182,000 |
| $94,300 |
| $48,200 |
| $268,700 |
| $91,500 |
| $51,600 |
| $990,000 |
| $45,700 |
| $31,950 |
| $28,450 |
| $70,000 |
| $5,850,000 |
| $182,300 |
| $56,900 |
| $228,000 |
| $4,549,600 |
| $5,000,000 |
| $121,750 |
| $6,921,250 |
| $31,250 |
| $294,970 |
| $102,500 |
| $19,900 |
| $386,000 |
| $70,900 |
| $31,200 |
| $31,750 |
| $518,000 |
| $781,000 |
| $62,700 |
| $1,550,000 |
| $24,000 |
| $45,300 |
| $200,000 |
| $133,200 |
| $50,000 |
| $192,000 |
| $13,213 |
| $286,200 |
| $76,000 |
| $230,500 |
| $41,400 |
| $283,500 |
| $374,500 |
| $85,000 |
| $54,600 |
| $70,000 |
| $50,050 |
| $95,550 |
| $32,950 |
| $295,000 |
| $471,500 |
| $52,900 |
| $395,000 |
| $24,900 |
| $146,000 |
| $163,100 |
| $158,100 |
| $84,000 |
| $183,700 |
| $4,380,810 |
| $212,700 |
| $487,100 |
| $47,000 |
| $28,800 |
| $409,500 |
| $908,040 |
| $239,700 |
| $763,140 |
| $70,350 |
| $6,407,800 |
| $307,900 |
| $54,500 |
| $1,735,050 |
| $81,550 |
| $2,044,700 |
| $1,482,810 |
| $623,070 |
| $56,450 |
| $2,371,530 |
| $6,550,000 |
| $63,100 |
| $1,265,460 |
| $5,561,000 |
| $292,950 |
| $87,000 |
| $110,063,000 |
| $2,915,000 |
| $44,000 |
| $599,000 |
| $1,447,300 |
| $5,892,600 |
| $1,075,000 |
| $3,990,000 |
| $25,000 |
| $5,185 |
| $25,000 |
| $3,748,080 |
| $2,855,000 |
| $1,299,135 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa nueva de 1 planta y 209 m2 presupuesto de construcción | 0.004758 | 273,042,246 | 1,299,135 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 0.994422 | 3,900 | 3,878 |
Levantamiento topográfico hasta 1,000 m2 | 0.004758 | 2,600,000 | 12,371 |
Replanteo Arquitectónico X 1 m2 | 0.994422 | 10,038 | 9,982 |
Diseño arquitectónico de casa personalizada x 1 m2 | 0.994422 | 28,597 | 28,438 |
Estudio de suelos y geotecnia desde | 0.004758 | 4,147,000 | 19,731 |
Diseño estructural y memorias de cálculo para una casa x 1 m2 | 0.004758 | 11,001 | 52 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 0.994422 | 13,520 | 13,445 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 0.994422 | 16,000 | 15,911 |
Excavación manual en conglomerado x 1 m3 | 0.04758 | 58,492 | 2,783 |
Kit Mueble para baño + lavamanos | 0.014274 | 484,450 | 6,915 |
Punto agua fria PVC 1/2" | 0.085644 | 44,047 | 3,772 |
Tubo 1" x 6 m RDE 13.5 | 0.07137 | 63,000 | 4,496 |
Sanitario suministro e instalación | 0.014274 | 1,077,612 | 15,382 |
Punto desagüe sanitario pvc 4" | 0.07137 | 68,312 | 4,875 |
Caja de inspección y distribución | 0.019032 | 207,000 | 3,940 |
Tubería PVC sanitaria 4" | 0.04758 | 156,100 | 7,427 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.004758 | 23,113 | 110 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.157014 | 23,313 | 3,660 |
Panel de 80W para sistema de energía solar | 0.019032 | 920,900 | 17,527 |
Inversor de voltaje 300W | 0.004758 | 297,050 | 1,413 |
Caja de control sistema de energía solar | 0.004758 | 1,018,750 | 4,847 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.019032 | 731,600 | 13,924 |
Tablero trifásico con puerta de 24 circuitos | 0.004758 | 321,000 | 1,527 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.019032 | 395,000 | 7,518 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.028548 | 492,210 | 14,052 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.038064 | 818,067 | 31,139 |
Acero G-60 x 1 Kg | 2.8548 | 5,200 | 14,845 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.066612 | 533,055 | 35,508 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.009516 | 858,441 | 8,169 |
Muro panel doble cara x 1 m2 | 1.156194 | 232,618 | 268,951 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 0.9516 | 90,690 | 86,301 |
Teja termoacustica x 1 m2, suministro e instalación | 1.084824 | 198,448 | 215,281 |
Guardaescoba en ceramica porcelanato x 1m | 0.409188 | 23,946 | 9,798 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 0.52338 | 178,966 | 93,667 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 0.0171288 | 1,574,907 | 26,976 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 0.07137 | 340,807 | 24,323 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 1.61772 | 12,828 | 20,752 |
Geomembrana Instalación x 1 m2 | 0.57096 | 13,477 | 7,695 |
Cepillera Attica | 0.014274 | 28,850 | 412 |
Espejo de 2mm de espesor *1 m2 | 0.014274 | 93,700 | 1,337 |
Argolla toalla attica | 0.014274 | 36,250 | 517 |
División de baño corrediza | 0.014274 | 550,000 | 7,851 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 0.004758 | 505,085 | 2,403 |
Puerta de triplex | 0.038064 | 342,450 | 13,035 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.04758 | 140,813 | 6,700 |
Aseo general para entrega de obra x metro cuadrado | 0.994422 | 3,042 | 3,025 |
Administración | 79458.6 | 1 | 79,459 |
Imprevistos | 77079.6 | 1 | 77,080 |
Utilidad | 38539.8 | 1 | 38,540 |
Unidad Monetaria | 7393.4562 | 1 | 7,393 |
Valor Adicional: | 1,299,135 |
| $289,800 |
| $50,000 |
| $350,000 |
| $25,000 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.