| $17,348,240 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 8 | 2,168,530 | 17,348,240 |
Salario mínimo mensual vigente, base | 8 | 1,300,000 | 10,400,000 |
Salario mínimo mensual vigente, base | 0.9968 | 1,300,000 | 1,295,840 |
Salario mínimo mensual vigente, base | 0.96 | 1,300,000 | 1,248,000 |
Salario mínimo mensual vigente, base | 0.68 | 1,300,000 | 884,000 |
Salario mínimo mensual vigente, base | 0.72 | 1,300,000 | 936,000 |
Salario mínimo mensual vigente, base | 0.6664 | 1,300,000 | 866,320 |
Salario mínimo mensual vigente, base | 0.08 | 1,300,000 | 104,000 |
Salario mínimo mensual vigente, base | 0.0416 | 1,300,000 | 54,080 |
Salario mínimo mensual vigente, base | 0.6664 | 1,300,000 | 866,320 |
Salario mínimo mensual vigente, base | 0.3336 | 1,300,000 | 433,680 |
Salario mínimo mensual vigente, base | 0.2 | 1,300,000 | 260,000 |
Valor Adicional: | 17,348,240 |
| $1,489,000 |
| $54,500 |
| $908,040 |
| $267,100 |
| $30,359,420 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 14 | 2,168,530 | 30,359,420 |
Salario mínimo mensual vigente, base | 14 | 1,300,000 | 18,200,000 |
Salario mínimo mensual vigente, base | 1.7444 | 1,300,000 | 2,267,720 |
Salario mínimo mensual vigente, base | 1.68 | 1,300,000 | 2,184,000 |
Salario mínimo mensual vigente, base | 1.19 | 1,300,000 | 1,547,000 |
Salario mínimo mensual vigente, base | 1.26 | 1,300,000 | 1,638,000 |
Salario mínimo mensual vigente, base | 1.1662 | 1,300,000 | 1,516,060 |
Salario mínimo mensual vigente, base | 0.14 | 1,300,000 | 182,000 |
Salario mínimo mensual vigente, base | 0.0728 | 1,300,000 | 94,640 |
Salario mínimo mensual vigente, base | 1.1662 | 1,300,000 | 1,516,060 |
Salario mínimo mensual vigente, base | 0.5838 | 1,300,000 | 758,940 |
Salario mínimo mensual vigente, base | 0.35 | 1,300,000 | 455,000 |
Valor Adicional: | 30,359,420 |
| $546,000 |
| $391,230 |
| $212,700 |
| $22,400 |
| $23,065 |
| $1,743,630 |
| $63,100 |
| $70,350 |
| $292,950 |
| $763,140 |
| $28,800 |
| $2,044,700 |
| $98,700 |
| $6,407,800 |
| $1,735,050 |
| $23,065 |
| $623,070 |
| $2,166,450 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 50 | 43,329 | 2,166,450 |
Salario mínimo mensual vigente, base | 1.6665 | 1,300,000 | 2,166,450 |
Valor Adicional: | 2,166,450 |
| $81,550 |
| $23,700 |
| $200,000 |
| $7,800,000 |
| $101,950 |
| $1,081,920 |
| $1,265,460 |
| $2,371,530 |
| $90,000 |
| $3,639,636 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 84 | 43,329 | 3,639,636 |
Salario mínimo mensual vigente, base | 2.79972 | 1,300,000 | 3,639,636 |
Valor Adicional: | 3,639,636 |
| $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 |
| $51,995 |
| $235,600 |
| $2,949,700 |
| $16,000 |
| $858,000 |
| $50,000 |
| $5,200,000 |
| $572,000 |
| $520,000 |
| $51,128 |
| $104,000 |
| $184,000 |
| $624,945,100 |
| $1,500,000 |
| $140,000 |
| $97,500 |
| $360,000 |
| $38,563 |
| $146,875 |
| $1,287,000 |
| $2,168,530 |
| $78,000 |
| $380,000 |
| $518,000 |
| $163,550 |
| $45,500 |
| $518,000 |
| $111,800 |
| $195,000 |
| $1,300,000 |
| $25,500 |
| $173,750 |
| $471,500 |
| $6,228,000 |
| $234,000 |
| $34,650 |
| $1,235,000 |
| $6,760 |
| $5,043 |
| $64,994 |
| $163,800 |
| $182,000 |
| $174,000 |
| $37,560 |
| $50,000 |
| $6,760 |
| $800,000 |
| $451,000 |
| $4,549,545 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 105 | 43,329 | 4,549,545 |
Salario mínimo mensual vigente, base | 3.49965 | 1,300,000 | 4,549,545 |
Valor Adicional: | 4,549,545 |
| $99,000 |
| $128,550 |
| $38,130 |
| $82,700 |
| $11,000 |
| $91,000 |
| $50,500 |
| $10,000,000 |
| $24,504 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 1 | 15,397 | 15,397 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0071 | 2,168,530 | 15,397 |
Ayudante de construcción x 1 hora | 1 | 9,108 | 9,108 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0042 | 2,168,530 | 9,108 |
Valor Adicional: | 24,504 |
| $497,000 |
| $81,900 |
| $208,000 |
| $29,950 |
| $184,200 |
| $416,000 |
| $139,800 |
| $22,150 |
| $34,500 |
| $97,500 |
| $10,140 |
| $195,000 |
| $57,194 |
| $100,000 |
| $380,000 |
| $578,347 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.2667 | 2,168,530 | 578,347 |
Salario mínimo mensual vigente, base | 0.2667 | 1,300,000 | 346,710 |
Salario mínimo mensual vigente, base | 0.03323082 | 1,300,000 | 43,200 |
Salario mínimo mensual vigente, base | 0.032004 | 1,300,000 | 41,605 |
Salario mínimo mensual vigente, base | 0.0226695 | 1,300,000 | 29,470 |
Salario mínimo mensual vigente, base | 0.024003 | 1,300,000 | 31,204 |
Salario mínimo mensual vigente, base | 0.02221611 | 1,300,000 | 28,881 |
Salario mínimo mensual vigente, base | 0.002667 | 1,300,000 | 3,467 |
Salario mínimo mensual vigente, base | 0.00138684 | 1,300,000 | 1,803 |
Salario mínimo mensual vigente, base | 0.02221611 | 1,300,000 | 28,881 |
Salario mínimo mensual vigente, base | 0.01112139 | 1,300,000 | 14,458 |
Salario mínimo mensual vigente, base | 0.0066675 | 1,300,000 | 8,668 |
Valor Adicional: | 578,347 |
| $26,955 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 1.1 | 15,397 | 16,936 |
Salario mínimo mensual vigente, incluyendo complementos | 0.00781 | 2,168,530 | 16,936 |
Ayudante de construcción x 1 hora | 1.1 | 9,108 | 10,019 |
Salario mínimo mensual vigente, incluyendo complementos | 0.00462 | 2,168,530 | 10,019 |
Valor Adicional: | 26,955 |
| $22,000 |
| $81,350 |
| $90,000 |
| $249,000 |
| $697,600 |
| $9,108 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0042 | 2,168,530 | 9,108 |
Salario mínimo mensual vigente, base | 0.0042 | 1,300,000 | 5,460 |
Salario mínimo mensual vigente, base | 0.00052332 | 1,300,000 | 680 |
Salario mínimo mensual vigente, base | 0.000504 | 1,300,000 | 655 |
Salario mínimo mensual vigente, base | 0.000357 | 1,300,000 | 464 |
Salario mínimo mensual vigente, base | 0.000378 | 1,300,000 | 491 |
Salario mínimo mensual vigente, base | 0.00034986 | 1,300,000 | 455 |
Salario mínimo mensual vigente, base | 4.2E-5 | 1,300,000 | 55 |
Salario mínimo mensual vigente, base | 2.184E-5 | 1,300,000 | 28 |
Salario mínimo mensual vigente, base | 0.00034986 | 1,300,000 | 455 |
Salario mínimo mensual vigente, base | 0.00017514 | 1,300,000 | 228 |
Salario mínimo mensual vigente, base | 0.000105 | 1,300,000 | 137 |
Valor Adicional: | 9,108 |
| $1,100,000 |
| $150,000 |
| $112,600 |
| $40,000 |
| $98,000 |
| $106,550 |
| $195,000 |
| $113,975,000 |
| $35,777,000 |
| $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 |
| $830,000 |
| $18,250,000 |
| $85,000 |
| $7,500 |
| $174,000 |
| $38,350 |
| $18,850,900 |
| $650,000 |
| $98,250 |
| $456,000 |
| $49,700 |
| $1,469,000 |
| $153,300 |
| $63,000 |
| $104,000 |
| $735,000 |
| $39,600 |
| $63,200 |
| $576,791 |
| $33,000 |
| $3,750,000 |
| $98,000 |
| $338,250 |
| $45,000 |
| $449,000 |
| $240,000,000 |
| $85,900 |
| $47,400 |
| $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 |
| $292,000 |
| $199,450 |
| $45,450 |
| $145,500 |
| $90,700 |
| $42,250 |
| $271,500 |
| $664,500 |
| $57,750 |
| $73,650 |
| $42,250 |
| $34,650 |
| $116,600 |
| $132,000 |
| $88,600 |
| $25,000 |
| $55,000 |
| $390,000 |
| $48,500 |
| $83,750 |
| $28,850 |
| $28,250 |
| $219,000 |
| $36,250 |
| $1,430,000 |
| $21,710,000 |
| $573,078 |
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 | 472.5 | 798 | 377,055 |
Cemento, bulto de 50 Kg | 9.45 | 39,900 | 377,055 |
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: | 524,366 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| $123,500,000 |
| $226,000 |
| $52,000,000 |
| $59,386 |
| $328,000 |
| $672,283 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.0185 | 95,019 | 96,777 |
Arena lavada de río 6 m3 | 0.16978395 | 570,000 | 96,777 |
Cemento 1 Kg | 656 | 798 | 523,488 |
Cemento, bulto de 50 Kg | 13.12 | 39,900 | 523,488 |
Agua para la obra 1 litro | 328.12 | 36 | 11,944 |
Salario mínimo mensual vigente, base | 0.00918736 | 1,300,000 | 11,944 |
Valor Adicional: | 632,208 |
| $143,000 |
| $273,000 |
| $33,000 |
| $78,000 |
| $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 |
| $182,200 |
| $19,990,000 |
| $47,000 |
| $935,000 |
| $91,900 |
| $2,535,000 |
| $1,040,000 |
| $236,950 |
| $62,026 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 11.928 | 5,200 | 62,026 |
Valor Adicional: | 62,026 |
| $57,000 |
| $139,700 |
| $650,000 |
| $65,300 |
| $13,270,000 |
| $1,599,165 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.764 | 95,019 | 167,614 |
Arena lavada de río 6 m3 | 0.2940588 | 570,000 | 167,614 |
Cemento 1 Kg | 1102.5 | 798 | 879,795 |
Cemento, bulto de 50 Kg | 22.05 | 39,900 | 879,795 |
Triturado de 3/4" x 1 m3 | 2.646 | 150,500 | 398,223 |
Grava 3/4" x 6 m3 | 0.44100000882 | 903,000 | 398,223 |
Agua para la obra 1 litro | 598.5 | 36 | 21,785 |
Salario mínimo mensual vigente, base | 0.016758 | 1,300,000 | 21,785 |
Valor Adicional: | 1,467,417 |
| $6,845 |
| $195,000 |
| $133,200 |
| $13,000 |
| $104,000 |
| $134,160 |
| $1,127,678 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.2 | 95,019 | 114,023 |
Arena lavada de río 6 m3 | 0.20004 | 570,000 | 114,023 |
Cemento 1 Kg | 840 | 798 | 670,320 |
Cemento, bulto de 50 Kg | 16.8 | 39,900 | 670,320 |
Triturado de 3/4" x 1 m3 | 1.2 | 150,500 | 180,600 |
Grava 3/4" x 6 m3 | 0.200000004 | 903,000 | 180,600 |
Valor Adicional: | 964,943 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.25 | 578,347 | 144,587 |
Salario mínimo mensual vigente, incluyendo complementos | 0.066675 | 2,168,530 | 144,587 |
Oficial de construcción x hora | 0.25 | 15,397 | 3,849 |
Salario mínimo mensual vigente, incluyendo complementos | 0.001775 | 2,168,530 | 3,849 |
Valor Adicional: | 148,436 |
| $62,700 |
| $260,000 |
| $1,427,500 |
| $520,473 |
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 | 350 | 798 | 279,300 |
Cemento, bulto de 50 Kg | 7 | 39,900 | 279,300 |
Triturado de 3/4" x 1 m3 | 0.9 | 150,500 | 135,450 |
Grava 3/4" x 6 m3 | 0.150000003 | 903,000 | 135,450 |
Valor Adicional: | 471,761 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| $234,700 |
| $930,000,000 |
| $2,422,700 |
| $43,500 |
| $411,500 |
| $2,380,250 |
| $65,000 |
| $34,050 |
| $38,390,000 |
| $143,000 |
| $68,150 |
| $91,000 |
| $905,000 |
| $30,600 |
| $104,000 |
| $78,000 |
| $75,000 |
| $95,000 |
| $110,900 |
| $97,500 |
| $39,000 |
| $103,750 |
| $43,350 |
| $91,000 |
| $29,600 |
| $416,000 |
| $130,000 |
| $31,800 |
| $3,042 |
| $112,970 |
| $69,900 |
| $45,550 |
| $195,000 |
| $305,350 |
| $853,600 |
| $338,000 |
| $1,650,000 |
| $143,000 |
| $380,000 |
| $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 |
| $130,000 |
| $268,000 |
| $434,000 |
| $104,000 |
| $10,400,000 |
| $35,500 |
| $210,600 |
| $108,900 |
| $102,700 |
| $444,750 |
| $295,000 |
| $97,500 |
| $65,000 |
| $528,950 |
| $34,050 |
| $375,000 |
| $325,000 |
| $2,716,725 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 62.7 | 43,329 | 2,716,728 |
Salario mínimo mensual vigente, base | 2.089791 | 1,300,000 | 2,716,728 |
Valor Adicional: | 2,716,728 |
| $83,000 |
| $550,250 |
| $234,000 |
| $5,956,381,398 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 6 | 1,199,995 | 7,199,970 |
Hora de ingeniero | 194.1642 | 37,082 | 7,199,970 |
Puente, diseño estructural x 1 m2 | 732 | 246,975 | 180,785,920 |
Salario diario vigente | 4172.4 | 43,329 | 180,785,920 |
Valor Adicional: | 187,985,890 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 291600 | 13,181 | 3,843,579,600 |
Soldador mano de obra x hora | 52500 | 16,640 | 873,600,000 |
Salario mínimo mensual vigente, base | 672 | 1,300,000 | 873,600,000 |
Valor Adicional: | 4,717,179,600 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 90 | 533,055 | 47,974,974 |
Arena lavada de río 1 m3 | 52.92 | 95,019 | 5,028,405 |
Cemento 1 Kg | 33075 | 798 | 26,393,850 |
Triturado de 3/4" x 1 m3 | 79.38 | 150,500 | 11,946,690 |
Agua para la obra 1 litro | 17955 | 36 | 653,562 |
Mezcladora 1 bulto, alquiler x hora | 43.2 | 7,150 | 308,880 |
Cuadrilla 7 (8 obreros) x jornal | 6.3 | 578,347 | 3,643,586 |
Acero G-60 x 1 Kg | 78000 | 5,200 | 405,600,000 |
Valor Adicional: | 453,574,974 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 3000 | 10,038 | 30,112,937 |
Cuerda de Nylon 100 m x 0,50 mm | 150 | 50,900 | 7,635,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 1500 | 6,100 | 9,150,000 |
| 30 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 49.2 | 24,504 | 1,205,616 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 494.7 | 24,504 | 12,122,321 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 24 | 4,147,000 | 99,528,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 72 | 650,000 | 46,800,000 |
Ensayo SPT | 24 | 247,000 | 5,928,000 |
Informe Geotécnico y recomendaciones de construcción | 24 | 1,950,000 | 46,800,000 |
Valor Adicional: | 129,640,937 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 156000000 | 1 | 156,000,000 |
Imprevistos | 156000000 | 1 | 156,000,000 |
Utilidad | 156000000 | 1 | 156,000,000 |
Valor Adicional: | 468,000,000 |
| $90,900 |
| $95,500 |
| $325,000 |
| $33,000 |
| $616,700 |
| $1,343,500 |
| $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 |
| $130,000 |
| $780,000 |
| $91,000 |
| $579,600 |
| $16,300,000 |
| $169,000 |
| $1,340,900 |
| $36,550 |
| $95,144,000 |
| $20,000 |
| $429,000 |
| $124,800 |
| $130,000 |
| $93,000 |
| $558,500 |
| $42,650 |
| $55,000 |
| $195,000 |
| $469,700 |
| $260,000 |
| $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 |
| $1,313,900 |
| $169,000 |
| $195,000 |
| $348,650 |
| $30,750 |
| $100,100 |
| $476,619 |
| $325,000 |
| $430,000 |
| $8,897,000 |
| $104,000 |
| $20,280 |
| $812,000 |
| $18,976,000 |
| $76,344,000 |
| $78,500 |
| $78,000 |
| $42,900 |
| $39,500 |
| $1,560,000 |
| $1,820,000 |
| $86,200 |
| $65,400 |
| $795,000 |
| $32,100 |
| $702,000 |
| $585,000 |
| $105,300 |
| $52,000 |
| $104,000 |
| $97,500 |
| $105,300 |
| $169,000 |
| $85,000 |
| $39,450 |
| $35,500 |
| $589,139 |
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 |
| $1,199,995 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 32.3607 | 37,082 | 1,199,995 |
Salario mínimo mensual vigente, incluyendo complementos | 0.55336797 | 2,168,530 | 1,199,995 |
Valor Adicional: | 1,199,995 |
| $99,900 |
| $2,010,375,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 3 | 3,900,000 | 11,700,000 |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Valor Adicional: | 11,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 2100 | 125,200 | 262,920,000 |
Base granular de 1 1/2" x m3 | 2100 | 126,550 | 265,755,000 |
Asfalto 60/70 por tonelada | 700 | 2,100,000 | 1,470,000,000 |
Valor Adicional: | 1,998,675,000 |
| $2,790,000 |
| $1,650,000 |
| $390,000 |
| $104,000 |
| $29,200 |
| $31,750 |
| $50,000 |
| $91,000 |
| $702,000 |
| $25,000 |
| $35,500 |
| $97,500 |
| $182,832,000 |
| $8,636,000 |
| $104,000 |
| $149,000 |
| $299,000 |
| $160,000 |
| $1,934,160 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00014968019 | 12,921,951,720 | 1,934,160 |
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 | 858,441 | 42,788 |
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: | 1,934,160 |
| $32,900 |
| $104,000 |
| $143,000 |
| $0 |
| $41,900 |
| $1,650,000 |
| $261,350 |
| $0 |
| $0 |
| $30,800 |
| $97,500 |
| $8,050 |
| $91,000 |
| $4,551 |
| $104,000 |
| $520,000 |
| $75,000 |
| $777,400 |
| $102,700 |
| $338,000 |
| $260,000 |
| $110,063,000 |
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