| $50,000 |
| $1,014,000 |
| $286,000 |
| $91,000 |
| $275,900 |
| $91,000 |
| $50,000 |
| $97,500 |
| $520,000 |
| $52,000 |
| $650,000 |
| $97,500 |
| $208,000 |
| $205,400 |
| $210,600 |
| $97,500 |
| $105,300 |
| $1,933,961 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00014968019 | 12,920,619,720 | 1,933,961 |
Terreno, predio, lote precio por 1m2 | 0.374200475 | 1,000,000 | 374,200 |
Levantamiento topográfico hasta 1,000 m2 | 0.00029936038 | 2,600,000 | 778 |
Replanteo Arquitectónico X 1 m2 | 1.22213875135 | 10,038 | 12,267 |
Diseño arquitectónico de edificios x 1 m2 | 1.22213875135 | 14,000 | 17,110 |
Estudio de suelos y geotecnia desde | 0.00059872076 | 4,147,000 | 2,483 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 1.22213875135 | 10,400 | 12,710 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 1.22213875135 | 13,520 | 16,523 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1.22213875135 | 16,000 | 19,554 |
Excavación mecánica en conglomerado x 1 m3 | 1.09925131536 | 4,551 | 5,003 |
Piloteadora, alquiler por Hora | 0.0119744152 | 390,000 | 4,670 |
Acero G-60 x 1 Kg | 61.43383910246 | 5,200 | 319,456 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.31896848489 | 533,055 | 170,028 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.04984350327 | 854,441 | 42,588 |
Steel deck metaldeck grado 40 | 0.24442775027 | 451,000 | 110,237 |
Kit Mueble para baño + lavamanos | 0.0179616228 | 484,450 | 8,702 |
Punto agua fria PVC 1/2" | 0.1077697368 | 44,047 | 4,747 |
Tubo 1" x 6 m RDE 13.5 | 0.089808114 | 63,000 | 5,658 |
Sanitario suministro e instalación | 0.0179616228 | 1,077,612 | 19,356 |
Punto desagüe sanitario pvc 4" | 0.089808114 | 68,312 | 6,135 |
Caja de inspección y distribución | 0.0239488304 | 207,000 | 4,957 |
Tubería PVC sanitaria 4" | 0.059872076 | 156,100 | 9,346 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.0059872076 | 23,113 | 138 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.1975778508 | 23,313 | 4,606 |
Panel de 80W para sistema de energía solar | 0.0239488304 | 920,900 | 22,054 |
Inversor de voltaje 300W | 0.0059872076 | 297,050 | 1,779 |
Caja de control sistema de energía solar | 0.0059872076 | 1,018,750 | 6,099 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.0239488304 | 731,600 | 17,521 |
Tablero trifásico con puerta de 24 circuitos | 0.0059872076 | 321,000 | 1,922 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.0239488304 | 395,000 | 9,460 |
Muro drywall doble cara x 1 m2 | 0.7753433842 | 153,842 | 119,280 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 0.778336988 | 178,966 | 139,296 |
Ascensor 8 personas | 0.00029936038 | 99,900,000 | 29,906 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 1.511769919 | 12,828 | 19,393 |
Geomembrana Instalación x 1 m2 | 0.44904057 | 13,477 | 6,052 |
Cepillera Attica | 0.014968019 | 28,850 | 432 |
Espejo de 2mm de espesor *1 m2 | 0.029936038 | 93,700 | 2,805 |
Argolla toalla attica | 0.014968019 | 36,250 | 543 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 1.8934544035 | 141,747 | 268,391 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.0014968019 | 140,813 | 211 |
Administración | 47021.13360736 | 1 | 47,021 |
Imprevistos | 23521.34377736 | 1 | 23,521 |
Utilidad | 47021.13360736 | 1 | 47,021 |
Valor Adicional: | 1,933,961 |
| $107,900 |
| $91,000 |
| $1,560,000 |
| $107,900 |
| $780,000 |
| $107,900 |
| $124,800 |
| $65,000 |
| $100,100 |
| $75,400 |
| $292,500 |
| $208,000 |
| $87,000 |
| $8,050 |
| $7,650,000 |
| $28,250 |
| $47,000 |
| $178,500 |
| $1,975,800 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 45.6 | 43,329 | 1,975,802 |
Salario mínimo mensual vigente, base | 1.519848 | 1,300,000 | 1,975,802 |
Valor Adicional: | 1,975,802 |
| $269,000 |
| $409,500 |
| $1,469,000 |
| $138,000 |
| $6,550,000 |
| $3,946,500 |
| $735,000 |
| $84,000 |
| $563,839 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 482,471 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.125 | 578,347 | 72,293 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0333375 | 2,168,530 | 72,293 |
Oficial de construcción x hora | 0.125 | 15,397 | 1,925 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0008875 | 2,168,530 | 1,925 |
Valor Adicional: | 74,218 |
| $113,000 |
| $969,000 |
| $98,000 |
| $50,500 |
| $5,561,000 |
| $78,000 |
| $166,000 |
| $0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
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Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
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| 0 | 0 | 0 |
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Valor Adicional: | 0 |
| $50,000 |
| $294,500 |
| $1,650,000 |
| $740,000 |
| $91,900 |
| $380,000 |
| $125,000 |
| $57,000 |
| $95,750 |
| $2,224,912 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 60 | 37,082 | 2,224,912 |
Salario mínimo mensual vigente, incluyendo complementos | 1.026 | 2,168,530 | 2,224,912 |
Valor Adicional: | 2,224,912 |
| $550,000 |
| $858,000 |
| $95,850 |
| $110,000 |
| $68,247,140 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto premezclado de 4000 PSI o 27.6 MPa x 1 m3 | 100 | 682,471 | 68,247,140 |
Arena lavada de río 1 m3 | 60 | 95,019 | 5,701,140 |
Cemento 1 Kg | 42000 | 798 | 33,516,000 |
Triturado de 3/4" x 1 m3 | 60 | 150,500 | 9,030,000 |
Planta de concreto precio por hora | 20 | 1,000,000 | 20,000,000 |
Valor Adicional: | 68,247,140 |
| $2,380,250 |
| $33,100 |
| $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 |
| $8,666 |
| $89,800 |
| $1,050,000 |
| $0 |
| $1,300,000 |
| $49,900 |
| $400,000 |
| $869,400 |
| $260,000 |
| $6,150,000 |
| $50,000 |
| $95,144,000 |
| $2,535,000 |
| $104,000 |
| $87,000 |
| $170,950 |
| $190,000 |
| $390,000 |
| $59,900 |
| $7,268,100 |
| $650,000 |
| $85,000 |
| $2,860,000 |
| $50,000 |
| $202,800 |
| $2,380,092 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 2.4 | 95,019 | 228,046 |
Arena lavada de río 6 m3 | 0.40008 | 570,000 | 228,046 |
Cemento 1 Kg | 2000 | 798 | 1,596,000 |
Cemento, bulto de 50 Kg | 40 | 39,900 | 1,596,000 |
Triturado de 3/4" x 1 m3 | 2.4 | 150,500 | 361,200 |
Grava 3/4" x 6 m3 | 0.400000008 | 903,000 | 361,200 |
Valor Adicional: | 2,185,246 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.28 | 578,347 | 161,937 |
Salario mínimo mensual vigente, incluyendo complementos | 0.074676 | 2,168,530 | 161,937 |
Oficial de construcción x hora | 0.28 | 15,397 | 4,311 |
Salario mínimo mensual vigente, incluyendo complementos | 0.001988 | 2,168,530 | 4,311 |
Valor Adicional: | 166,248 |
| $31,600 |
| $11,699 |
| $410,000 |
| $105,300 |
| $1,427,500 |
| $3,091,719,005 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 5 | 1,112,456 | 5,562,279 |
Hora de ingeniero | 150 | 37,082 | 5,562,279 |
Puente, diseño estructural x 1 m2 | 610 | 246,975 | 150,654,933 |
Salario diario vigente | 3477 | 43,329 | 150,654,933 |
Valor Adicional: | 156,217,212 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 175000 | 8,050 | 1,408,750,000 |
Soldador mano de obra x hora | 43750 | 16,640 | 728,000,000 |
Salario mínimo mensual vigente, base | 560 | 1,300,000 | 728,000,000 |
Valor Adicional: | 2,136,750,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 75 | 533,055 | 39,979,145 |
Arena lavada de río 1 m3 | 44.1 | 95,019 | 4,190,338 |
Cemento 1 Kg | 27562.5 | 798 | 21,994,875 |
Triturado de 3/4" x 1 m3 | 66.15 | 150,500 | 9,955,575 |
Agua para la obra 1 litro | 14962.5 | 36 | 544,635 |
Mezcladora 1 bulto, alquiler x hora | 36 | 7,150 | 257,400 |
Cuadrilla 7 (8 obreros) x jornal | 5.25 | 578,347 | 3,036,321 |
Acero G-60 x 1 Kg | 65000 | 5,200 | 338,000,000 |
Valor Adicional: | 377,979,145 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 1000 | 10,038 | 10,037,646 |
Cuerda de Nylon 100 m x 0,50 mm | 50 | 50,900 | 2,545,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 500 | 6,100 | 3,050,000 |
| 10 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 16.4 | 24,504 | 401,872 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 164.9 | 24,504 | 4,040,774 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 5 | 4,147,000 | 20,735,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 15 | 650,000 | 9,750,000 |
Ensayo SPT | 5 | 247,000 | 1,235,000 |
Informe Geotécnico y recomendaciones de construcción | 5 | 1,950,000 | 9,750,000 |
Valor Adicional: | 30,772,646 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 130000000 | 1 | 130,000,000 |
Imprevistos | 130000000 | 1 | 130,000,000 |
Utilidad | 130000000 | 1 | 130,000,000 |
Valor Adicional: | 390,000,000 |
| $490,000 |
| $25,000 |
| $364,000 |
| $760,000 |
| $33,350 |
| $390,000 |
| $37,082 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0171 | 2,168,530 | 37,082 |
Salario mínimo mensual vigente, base | 0.0171 | 1,300,000 | 22,230 |
Salario mínimo mensual vigente, base | 0.00213066 | 1,300,000 | 2,770 |
Salario mínimo mensual vigente, base | 0.002052 | 1,300,000 | 2,668 |
Salario mínimo mensual vigente, base | 0.0014535 | 1,300,000 | 1,890 |
Salario mínimo mensual vigente, base | 0.001539 | 1,300,000 | 2,001 |
Salario mínimo mensual vigente, base | 0.00142443 | 1,300,000 | 1,852 |
Salario mínimo mensual vigente, base | 0.000171 | 1,300,000 | 222 |
Salario mínimo mensual vigente, base | 8.892E-5 | 1,300,000 | 116 |
Salario mínimo mensual vigente, base | 0.00142443 | 1,300,000 | 1,852 |
Salario mínimo mensual vigente, base | 0.00071307 | 1,300,000 | 927 |
Salario mínimo mensual vigente, base | 0.0004275 | 1,300,000 | 556 |
Valor Adicional: | 37,082 |
| $95,500 |
| $387,700 |
| $50,000 |
| $4,200 |
| $1,950,000 |
| $50,000 |
| $1,346,500 |
| $210,600 |
| $205,400 |
| $650,000 |
| $40,000 |
| $286,000 |
| $78,000 |
| $1,650,000 |
| $45,500 |
| $91,000 |
| $180,000 |
| $287,196 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Estructura de pavimento flexible, presupuesto de construcción de 1 Km de vía 7 m de ancho | 0.0001428571 | 2,010,375,000 | 287,196 |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 0.0004285713 | 3,900,000 | 1,671 |
Subbase triturada de 2" x 1 m3 | 0.29999991 | 125,200 | 37,560 |
Base granular de 1 1/2" x m3 | 0.29999991 | 126,550 | 37,965 |
Asfalto 60/70 por tonelada | 0.09999997 | 2,100,000 | 210,000 |
Valor Adicional: | 287,196 |
| $588,000 |
| $140,000 |
| $202,000 |
| $476,619 |
| $59,950 |
| $85,000 |
| $13,270,000 |
| $39,000 |
| $1,933,961 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Apartamento nuevo en edificio de 10 plantas, Precio por 1 m2 | 1 | 1,933,961 | 1,933,961 |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00014968019 | 12,920,619,720 | 1,933,961 |
Valor Adicional: | 1,933,961 |
| $617,231,345 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
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: | 427,350,000 |
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 | 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 |
| $8,636,000 |
| $6,765,000 |
| $50,700 |
| $120,000 |
| $26,650 |
| $260,000 |
| $2,915,000 |
| $35,777,000 |
| $226,000 |
| $39,900 |
| $338,250 |
| $113,975,000 |
| $228,000 |
| $1,560,000 |
| $27,800 |
| $46,000 |
| $58,550 |
| $10,400,000 |
| $899,000 |
| $100,000,000,000 |
| $182,200 |
| $81,500 |
| $91,000 |
| $5,185 |
| $68,312 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.17 | 78,000 | 13,260 |
Cuadrilla de albañileria x 1 Hora | 2 | 24,504 | 49,009 |
Oficial de construcción x hora | 2 | 15,397 | 30,793 |
Ayudante de construcción x 1 hora | 2 | 9,108 | 18,216 |
Limpiador para PVC 1/4 de galón | 0.0376 | 99,000 | 3,722 |
Soldadura para PVC DE 1/4 de Galón | 0.0313 | 74,150 | 2,321 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 68,312 |
| $395,000 |
| $2,625,000 |
| $1,000,000 |
| $45,000 |
| $88,600 |
| $0 |
| $41,400 |
| $102,500 |
| $145,000 |
| $125,500 |
| $781,000 |
| $1,873,700 |
| $28,250 |
| $4,443,150 |
| $308,000 |
| $65,000 |
| $50,700 |
| $34,650 |
| $40,150 |
| $1,349,000 |
| $70,700 |
| $175,850 |
| $260,000 |
| $295,000 |
| $13,000 |
| $3,915,000 |
| $43,300 |
| $980,500 |
| $576,000 |
| $199,000 |
| $80,000 |
| $1,952,000 |
| $3,499,000 |
| $42,300 |
| $454,000 |
| $234,000 |
| $49,150 |
| $37,300 |
| $2,855,000 |
| $468,000 |
| $76,000 |
| $130,000 |
| $140,000 |
| $537,400 |
| $236,950 |
| $52,950 |
| $89,500 |
| $49,050 |
| $29,500 |
| $277,850 |
| $34,600 |
| $35,700 |
| $55,500 |
| $589,940 |
| $100,000,000,000 |
| $449,000 |
| $47,000 |
| $12,350,000 |
| $82,900 |
| $149,900 |
| $650,000 |
| $49,900 |
| $34,000 |
| $25,300 |
| $44,047 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.2 | 20,300 | 4,060 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.05 | 30,700 | 1,535 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.1 | 45,000 | 4,500 |
Soldadura para PVC 1/4 de galón | 0.04 | 53,500 | 2,140 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.015 | 77,000 | 1,155 |
Valor Adicional: | 13,390 |
| $35,500 |
| $45,450 |
| $455,360 |
| $52,900 |
| $54,900 |
| $4,420,000 |
| $211,500 |
| $12,350,000 |
| $207,200 |
| $130,000 |
| $47,500 |
| $149,100 |
| $497,000 |
| $29,950 |
| $132,000 |
| $50,000 |
| $47,500 |
| $1,735,050 |
| $697,600 |
| $193,150 |
| $81,550 |
| $188,000 |
| $101,950 |
| $350,150 |
| $18,250,000 |
| $21,710,000 |
| $78,000 |
| $183,700 |
| $333,000 |
| $185,000 |
| $25,000 |
| $165,750 |
| $82,700 |
| $390,000 |
| $40,000 |
| $97,500 |
| $167,000 |
| $2,650,000 |
| $795,000 |
| $292,000 |
| $28,800 |
| $54,500 |
| $83,200 |
| $117,000 |
| $1,489,000 |
| $1,550,000 |
| $81,350 |
| $142,150 |
| $475,400 |
| $55,000 |
| $63,100 |
| $533,100 |
| $163,550 |
| $79,900,000 |
| $1,850,000 |
| $56,450 |
| $112,600 |
| $209,700 |
| $19,900 |
| $75,000 |
| $102,150 |
| $690,000 |
| $3,300,000 |
| $347,500 |
| $617,231,345 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
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: | 427,350,000 |
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 | 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 |
| $91,000 |
| $690,800 |
| $780,000 |
| $130,000 |
| $143,000 |
| $22,400 |
| $212,700 |
| $97,500 |
| $119,000 |
| $375,000 |
| $130,000 |
| $338,000 |
| $83,750 |
| $195,000 |
| $156,000 |
| $497,000 |
| $98,000 |
| $67,300 |
| $90,300 |
| $145,500 |
| $307,900 |
| $471,500 |
| $208,000 |
| $42,250 |
| $142,650 |
| $23,700 |
| $371,000 |
| $1,895,000 |
| $39,500 |
| $50,500 |
| $17,963,700 |
| $7,500 |
| $90,700 |
| $2,956,000 |
| $34,650 |
| $30,900 |
| $390,000 |
| $447,000 |
| $95,000 |
| $128,550 |
| $77,100 |
| $69,000 |
| $85,000 |
| $23,065 |
| $3,042 |
| $76,650 |
| $518,000 |
| $6,228,000 |
| $518,000 |
| $51,500 |
| $260,000 |
| $7,150 |
| $208,000 |
| $104,000 |
| $143,000 |
| $235,600 |
| $116,600 |
| $313,000 |
| $93,400 |
| $57,750 |
| $267,100 |
| $295,000 |
| $23,065 |
| $664,500 |
| $73,650 |
| $37,560 |
| $7,700 |
| $45,000 |
| $380,000 |
| $16,300,000 |
| $34,500 |
| $195,200 |
| $256,000 |
| $0 |
| $184,200 |
| $179,000 |
| $520,000 |
| $20,907 |
| $104,000 |
| $58,492 |
| $533,055 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Arena lavada de río 6 m3 | 0.0980196 | 570,000 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Cemento, bulto de 50 Kg | 7.35 | 39,900 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Grava 3/4" x 6 m3 | 0.14700000294 | 903,000 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Salario mínimo mensual vigente, base | 0.005586 | 1,300,000 | 7,262 |
Valor Adicional: | 489,139 |
| $702,000 |
| $141,400 |
| $4,271,000 |
| $910,000 |
| $54,667,650 |
| $0 |
| $39,000 |
| $82,000 |
| $13,213 |
| $1,696,200 |
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.