| $102,700 |
| $2,841,500 |
| $1,655,000 |
| $669,850 |
| $425,400 |
| $63,100 |
| $247,850 |
| $75,000 |
| $139,700 |
| $307,900 |
| $88,600 |
| $66,000 |
| $235,600 |
| $19,800 |
| $97,500 |
| $260,000 |
| $1 |
| $475,400 |
| $80,900 |
| $105,000 |
| $28,800 |
| $1 |
| $82,850 |
| $130,000 |
| $70,350 |
| $130,000 |
| $143,000 |
| $223,600 |
| $54,500 |
| $559,000 |
| $416,000 |
| $1 |
| $457,000 |
| $267,100 |
| $55,350 |
| $239,700 |
| $65,000 |
| $81,550 |
| $143,000 |
| $69,900 |
| $79,000 |
| $40,600 |
| $370,000 |
| $713,500 |
| $1,235,000 |
| $865,000 |
| $156,000 |
| $268,000 |
| $227,500 |
| $661,400 |
| $1,250,000 |
| $46,300 |
| $31,250 |
| $28,200 |
| $551,700 |
| $81,900 |
| $2,044,700 |
| $1,950,000 |
| $63,100 |
| $77,250 |
| $68,450 |
| $3,900,000 |
| $51,500 |
| $104,000 |
| $1,346,500 |
| $26,700 |
| $4,780,000 |
| $969,000 |
| $812,000 |
| $31,950 |
| $319,100 |
| $38,850 |
| $113,000 |
| $916,250 |
| $120,900 |
| $54,450 |
| $28,200 |
| $1,520,000 |
| $36,800 |
| $2,839,250 |
| $39,800 |
| $1,465,000 |
| $79,900,000 |
| $25,000 |
| $41,300 |
| $899,000 |
| $28,000 |
| $136,624 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.34 | 78,000 | 26,520 |
Cuadrilla de albañileria x 1 Hora | 4 | 24,504 | 98,018 |
Oficial de construcción x hora | 4 | 15,397 | 61,586 |
Ayudante de construcción x 1 hora | 4 | 9,108 | 36,431 |
Limpiador para PVC 1/4 de galón | 0.0752 | 99,000 | 7,445 |
Soldadura para PVC DE 1/4 de Galón | 0.0626 | 74,150 | 4,642 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 136,624 |
| $58,000 |
| $908,040 |
| $97,500 |
| $1,482,810 |
| $127,900 |
| $43,150 |
| $208,000 |
| $785,000 |
| $400,000 |
| $974,000 |
| $735,000 |
| $83,000 |
| $1,469,000 |
| $28,200 |
| $28,200 |
| $1,743,630 |
| $3,777,000 |
| $2,119,000 |
| $1,265,460 |
| $217,450 |
| $6,845 |
| $112,600 |
| $86,200 |
| $87,000 |
| $91,000 |
| $3,120,000 |
| $360,000 |
| $269,000 |
| $505,085 |
| $38,200 |
| $44,000 |
| $79,900 |
| $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 |
| $100,000 |
| $69,000 |
| $54,150 |
| $129,000 |
| $69,900 |
| $2,119,000 |
| $69,200 |
| $78,000 |
| $128,550 |
| $28,200 |
| $1,650,000 |
| $69,450 |
| $884,000 |
| $4,380,810 |
| $763,140 |
| $98,000 |
| $650,000 |
| $34,250 |
| $25,000 |
| $163,550 |
| $7,999,000 |
| $33,650 |
| $20,100 |
| $87,900 |
| $16,000 |
| $446,000 |
| $149,800 |
| $42,500 |
| $64,800 |
| $36,500 |
| $56,000 |
| $1,300,000 |
| $292,500 |
| $257,900 |
| $133,000 |
| $775,900 |
| $1 |
| $31,500 |
| $897,000 |
| $55,500 |
| $286,000 |
| $61,950 |
| $25,000 |
| $471,500 |
| $10,000 |
| $107,900 |
| $59,386 |
| $124,800 |
| $85,650 |
| $91,000 |
| $1,300,000 |
| $518,000 |
| $40,250 |
| $75,400 |
| $77,777,777 |
| $256,900 |
| $1,581,250 |
| $55,590 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.01 | 473,449 | 4,734 |
Arena lavada de río 1 m3 | 0.0128 | 95,019 | 1,216 |
Cemento 1 Kg | 3.82 | 798 | 3,048 |
Agua para la obra 1 litro | 2.4 | 36 | 87 |
Ayudante de construcción x 1 hora | 0.002 | 9,108 | 18 |
Ayudante de construcción x 1 hora | 0.04 | 9,108 | 364 |
Bloque número 5 | 13.27 | 1,950 | 25,877 |
Valor Adicional: | 30,611 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.3675 | 5,200 | 1,911 |
Salario mínimo mensual vigente, base | 0.00147 | 1,300,000 | 1,911 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 2,067 |
| $65,000 |
| $232,618 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sistema, Panel x 1 m2 x 0.04 m | 1.05 | 56,500 | 59,325 |
Malla plana RG2 | 0.4 | 5,350 | 2,140 |
Malla RGU 80 | 0.5 | 6,500 | 3,250 |
Malla angular RG1 | 0.5 | 6,700 | 3,350 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.055 | 473,449 | 26,040 |
Arena lavada de río 1 m3 | 0.0704 | 95,019 | 6,689 |
Cemento 1 Kg | 21.01 | 798 | 16,766 |
Agua para la obra 1 litro | 13.2 | 36 | 480 |
Ayudante de construcción x 1 hora | 0.011 | 9,108 | 100 |
Ayudante de construcción x 1 hora | 0.22 | 9,108 | 2,004 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.258 | 31,013 | 8,001 |
Acero G-60 x 1 Kg | 1.538712 | 5,200 | 8,001 |
Valor Adicional: | 102,106 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 5 | 5,200 | 26,000 |
Salario mínimo mensual vigente, base | 0.02 | 1,300,000 | 26,000 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 26,156 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.1 | 232,618 | 23,262 |
Sistema, Panel x 1 m2 x 0.04 m | 0.105 | 56,500 | 5,933 |
Malla plana RG2 | 0.04 | 5,350 | 214 |
Malla RGU 80 | 0.05 | 6,500 | 325 |
Malla angular RG1 | 0.05 | 6,700 | 335 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.0055 | 473,449 | 2,604 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0258 | 31,013 | 800 |
Cuadrilla de instalaciones x 1 Hora | 0.01508 | 26,955 | 406 |
Cuadrilla de instalaciones x 1 Hora | 0.1508 | 26,955 | 4,065 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.5 | 5,200 | 2,600 |
Transporte 1 tonelada x 1 kilómetro | 0.004 | 3,900 | 16 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Valor Adicional: | 23,262 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.1 | 232,618 | 23,262 |
Sistema, Panel x 1 m2 x 0.04 m | 0.105 | 56,500 | 5,933 |
Malla plana RG2 | 0.04 | 5,350 | 214 |
Malla RGU 80 | 0.05 | 6,500 | 325 |
Malla angular RG1 | 0.05 | 6,700 | 335 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.0055 | 473,449 | 2,604 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0258 | 31,013 | 800 |
Cuadrilla de instalaciones x 1 Hora | 0.01508 | 26,955 | 406 |
Cuadrilla de instalaciones x 1 Hora | 0.1508 | 26,955 | 4,065 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.5 | 5,200 | 2,600 |
Transporte 1 tonelada x 1 kilómetro | 0.004 | 3,900 | 16 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Valor Adicional: | 23,262 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.05 | 232,618 | 11,631 |
Sistema, Panel x 1 m2 x 0.04 m | 0.0525 | 56,500 | 2,966 |
Malla plana RG2 | 0.02 | 5,350 | 107 |
Malla RGU 80 | 0.025 | 6,500 | 163 |
Malla angular RG1 | 0.025 | 6,700 | 168 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.00275 | 473,449 | 1,302 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0129 | 31,013 | 400 |
Cuadrilla de instalaciones x 1 Hora | 0.00754 | 26,955 | 203 |
Cuadrilla de instalaciones x 1 Hora | 0.0754 | 26,955 | 2,032 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.25 | 5,200 | 1,300 |
Transporte 1 tonelada x 1 kilómetro | 0.002 | 3,900 | 8 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.0025 | 232,618 | 582 |
Muro panel doble cara x 1 m2 | 0.00032 | 232,618 | 74 |
Valor Adicional: | 11,631 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.0064 | 232,618 | 1,489 |
Sistema, Panel x 1 m2 x 0.04 m | 0.00672 | 56,500 | 380 |
Malla plana RG2 | 0.00256 | 5,350 | 14 |
Malla RGU 80 | 0.0032 | 6,500 | 21 |
Malla angular RG1 | 0.0032 | 6,700 | 21 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.000352 | 473,449 | 167 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0016512 | 31,013 | 51 |
Cuadrilla de instalaciones x 1 Hora | 0.00096512 | 26,955 | 26 |
Cuadrilla de instalaciones x 1 Hora | 0.0096512 | 26,955 | 260 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.032 | 5,200 | 166 |
Transporte 1 tonelada x 1 kilómetro | 0.000256 | 3,900 | 1 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Muro panel doble cara x 1 m2 | 0.00032 | 232,618 | 74 |
Muro panel doble cara x 1 m2 | 4.096E-5 | 232,618 | 10 |
Valor Adicional: | 1,489 |
| $247,000 |
| $28,600,000 |
| $589,940 |
| $347,000 |
| $65,000 |
| $299,000 |
| $299,000 |
| $13,000 |
| $7,670 |
| $293,000 |
| $146,875 |
| $1,040,000 |
| $39,000 |
| $32,800 |
| $299,000 |
| $650,000 |
| $17,963,700 |
| $27,300 |
| $25,000 |
| $518,000 |
| $38,450 |
| $35,200 |
| $2,600,000 |
| $77,000 |
| $195,000 |
| $91,000 |
| $520,000 |
| $102,600 |
| $650,000 |
| $75,700 |
| $64,300 |
| $274,500 |
| $83,400 |
| $41,000 |
| $4,551 |
| $93,400 |
| $87,500 |
| $43,000 |
| $52,000 |
| $4,750,000 |
| $47,000 |
| $37,900 |
| $48,200 |
| $91,000 |
| $273,000 |
| $560,000 |
| $35,200 |
| $30,250 |
| $23,700 |
| $43,700 |
| $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 |
| $32,900 |
| $33,750 |
| $1,835,450 |
| $50,000 |
| $29,850 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
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