2. Alto Magdalena

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  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte Tocaima

    PRELIMINARES

    CAMPAMENTO 18 M2 UN 1,482,710 1,460,779 1,449,629 1,453,191 1,461,491 1,493,385 1,464,119 1,468,999CAMPAMENTO 9 M2 UN 864,570 853,605 848,030 849,811 853,961 869,908 855,275 857,715CERCA EN ALAMBRE DE PUA 4 HILOS ML 10,175 10,175 10,175 10,175 10,175 10,175 10,175 10,175CERCA EN ALAMBRE DE PUA 5 HILOS ML 11,457 11,457 11,457 11,457 11,457 11,457 11,457 11,457CERCA EN ALAMBRE DE PUA 6 HILOS ML 13,324 13,324 13,324 13,324 13,324 13,324 13,324 13,324CERCA EN TABLA H=2.30 M ML 48,872 48,872 48,872 48,872 48,872 48,872 48,872 48,872CERCA EN TEJA DE ZINC H=1.80 M ML 34,912 34,690 34,564 34,606 34,693 35,029 34,704 34,769CERCA EN TELA VERDE H = 2.10 M ML 15,491 15,268 15,142 15,185 15,271 15,607 15,282 15,347DEMOLICIN ESCALERAS EN CONCRETO M2 60,715 60,715 60,715 60,715 60,715 60,715 60,715 60,715DEMOLICIN BALDOSA DE PISO H=0.02 M M2 4,753 4,753 4,753 4,753 4,753 4,753 4,753 4,753DEMOLICIN BALDOSA DE PISO H=0.04 M M2 6,733 6,733 6,733 6,733 6,733 6,733 6,733 6,733DEMOLICIN ENCHAPE MURO M2 5,157 5,157 5,157 5,157 5,157 5,157 5,157 5,157DEMOLICIN PAETE MURO M2 5,587 5,587 5,587 5,587 5,587 5,587 5,587 5,587DEMOLICIN CIELO RASO FALSO M2 6,747 6,747 6,747 6,747 6,747 6,747 6,747 6,747DEMOLICIN ADOQUN SOBRE ARENA, H=0.15 m M2 6,731 6,731 6,731 6,731 6,731 6,731 6,731 6,731DEMOLICIN MUROS EN MAMPOSTERA 0.15 M M2 10,093 10,093 10,093 10,093 10,093 10,093 10,093 10,093DEMOLICIN MUROS EN MAMAPOSTERA 0.25 M M2 13,754 13,754 13,754 13,754 13,754 13,754 13,754 13,754DEMOLICIN PLACA ALIGERADA 0.30 M M2 20,501 20,501 20,501 20,501 20,501 20,501 20,501 20,501DEMOLICIN PLACA ALIGERADA 0.40 M M2 29,856 29,856 29,856 29,856 29,856 29,856 29,856 29,856DEMOLICIN PLACA ALIGERADA 0.50 M M2 36,962 36,962 36,962 36,962 36,962 36,962 36,962 36,962DEMOLICIN PLACA MACIZA 0.15 M M2 30,891 30,891 30,891 30,891 30,891 30,891 30,891 30,891DEMOLICIN PLACA MACIZA 0.20 M M2 43,389 43,389 43,389 43,389 43,389 43,389 43,389 43,389DEMOLICIN PLACA MACIZA 0.25 M M2 51,374 51,374 51,374 51,374 51,374 51,374 51,374 51,374DEMOLICIN PLACA MACIZA 0.30 M M2 62,963 62,963 62,963 62,963 62,963 62,963 62,963 62,963DEMOLICIN PLACA PISO 0.05 M M2 6,867 6,867 6,867 6,867 6,867 6,867 6,867 6,867DEMOLICIN PLACA PISO 0.10 M M2 11,090 11,090 11,090 11,090 11,090 11,090 11,090 11,090DEMOLICIN PLACA PISO 0.15 M M2 16,890 16,890 16,890 16,890 16,890 16,890 16,890 16,890DEMOLICIN PLACA PISO 0.20 M M2 27,721 27,721 27,721 27,721 27,721 27,721 27,721 27,721DEMOLICIN VIGAS Y COLUMNAS M3 154,736 154,736 154,736 154,736 154,736 154,736 154,736 154,736DESCAPOTE A MAQUINA E=0.20 M M2 1,169 1,169 1,169 1,169 1,169 1,169 1,169 1,169DESCAPOTE MANUAL Y RETIRO E= 0.20 M APILE A 15 M M2 4,383 4,383 4,383 4,383 4,383 4,383 4,383 4,383DESMONTE APARATOS SANITARIOS UN 15,645 15,645 15,645 15,645 15,645 15,645 15,645 15,645DESMONTE DE CUBIERTAS (TEJA DE BARRO) M2 8,539 8,539 8,539 8,539 8,539 8,539 8,539 8,539DESMONTE DE CUBIERTAS (ASBESTO CEMENTO) M2 8,453 8,453 8,453 8,453 8,453 8,453 8,453 8,453DESMONTE DE CUBIERTAS (TERMOACSTICA) M2 7,822 7,822 7,822 7,822 7,822 7,822 7,822 7,822DESMONTE DE CUBIERTAS (TEJA DE ZINC) M2 7,307 7,307 7,307 7,307 7,307 7,307 7,307 7,307DESMONTE MUROS SECOS M2 11,647 11,647 11,647 11,647 11,647 11,647 11,647 11,647DESMONTE MARCOS Y PUERTAS UN 9,972 9,972 9,972 9,972 9,972 9,972 9,972 9,972DESMONTE VENTANAS M2 8,539 8,539 8,539 8,539 8,539 8,539 8,539 8,539LETRINA DE 2.0x1.0 UN 618,229 614,979 615,208 616,827 615,206 620,287 615,248 617,588LOCALIZACIN Y REPLANTEO DE CIMIENTOS CON ELEMENTOS DE

    PRESICINM2 7,274 7,274 7,274 7,274 7,274 7,274 7,274 7,274

    REPLANTEO MANUAL DE CIMIENTOS M2 2,303 2,303 2,303 2,303 2,303 2,303 2,303 2,303RED ELCTRICA PROVISIONAL L=50M UN 1,145,730 1,145,730 1,145,730 1,145,730 1,145,730 1,145,730 1,145,730 1,145,730RED TELEFNICA PROVISIONAL UN 163,496 163,496 163,496 163,496 163,496 163,496 163,496 163,496

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    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENA

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    ESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

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    CONSTRUCCIN

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  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINRETIRO DE SOBRANTES A UNA DISTANCIA DE 5 KM (INCLUYE CARGUE) M3 6,825 6,825 6,825 6,825 6,825 6,825 6,825 6,825

    CIMIENTOS

    BASE AGREGADO PTREO (MATERIAL DE AFIRMADO) M3 64,752 49,732 69,135 84,657 52,319 76,394 55,698 75,100BASE ARENA CEMENTO 1:20 M3 153,153 140,859 125,158 131,675 138,164 164,854 128,417 142,044DEMOLICIN CABEZAS DE PILOTES M3 192,434 192,434 192,434 192,434 192,434 192,434 192,434 192,434DEMOLICIN CIMIENTO ENTERRADO M3 131,040 131,040 131,040 131,040 131,040 131,040 131,040 131,040IMPERMEABILIZACIN INTEGRAL MORTERO XYPEX M2 4,602 4,602 4,602 4,602 4,602 4,602 4,602 4,602SOBRECIMIENTOS CONCRETO 3000 PSI 25x25 M3 499,438 477,159 464,911 468,970 477,581 510,840 479,158 485,176VIGA DE AMARRE EN CONCRETO 3500 PSI M3 512,372 489,992 477,069 481,443 490,213 524,199 491,061 497,821ZAPATAS EN CONCRETO 3500 PSI M3 479,490 458,535 446,435 450,530 458,742 490,565 459,536 465,866PILOTE DE MADERA D=20 CM ML 36,319 36,319 36,319 36,319 36,319 36,319 36,319 36,319PILOTE PRE EXCAVADO D=20 CM (INCLUYE RETIRO DE SOBRANTES A UNA

    DISTANCIA MENOR DE 5 KM)ML 110,824 110,824 110,824 110,824 110,824 110,824 110,824 110,824

    PILOTE PRE EXCAVADO D=30 CM (INCLUYE RETIRO DE SOBRANTES A UNA

    DISTANCIA MENOR DE 5 KM)ML 133,710 133,710 133,710 133,710 133,710 133,710 133,710 133,710

    PILOTE PRE EXCAVADO D=40 CM (INCLUYE RETIRO DE SOBRANTES A UNA

    DISTANCIA MENOR DE 5 KM)ML 161,385 161,385 161,385 161,385 161,385 161,385 161,385 161,385

    PILOTE PRE EXCAVADO D=50 CM (INCLUYE RETIRO DE SOBRANTES A UNA

    DISTANCIA MENOR DE 5 KM)ML 198,639 198,639 198,639 198,639 198,639 198,639 198,639 198,639

    PILOTE HINCADO 25X25 ML 89,496 88,039 87,136 87,451 88,033 90,303 88,014 88,526PILOTE HINCADO 30X30 ML 108,836 106,725 105,416 105,872 106,717 110,006 106,689 107,431DADOS EN CONCRETO 3500PSI M3 468,714 447,759 435,658 439,754 447,966 479,789 448,760 455,089MICROPILOTE D=6" (INCLUYE RETIRO DE SOBRANTES A UNA DISTANCIA MENOR DE

    5 KM)ML 119,145 119,145 119,145 119,145 119,145 119,145 119,145 119,145

    DESAGES E INSTALACIONES SUBTERRNEAS

    SIFN PARA DRENAJE EN PVC DE 4" UN 28,007 27,930 27,833 27,873 27,914 28,080 27,853 27,938SIFN EN PVC 6" UN 143,495 143,418 143,321 143,361 143,402 143,567 143,341 143,426CAJA DE INSPECCIN DE 100X100 UN 351,709 334,839 341,999 353,737 336,436 363,797 335,711 352,748CAJA DE INSPECCIN DE 40X40 UN 176,908 173,228 172,696 174,047 173,440 179,019 173,664 175,589CAJA DE INSPECCIN DE 60X60 UN 197,720 191,965 190,909 193,139 192,220 201,165 192,290 195,579CAJA DE INSPECCIN DE 80X80 UN 261,574 252,609 249,659 252,536 252,883 266,740 253,025 257,332DUCTO ELCTRICO PVC 4" ML 75,111 75,009 75,158 75,277 75,028 75,201 75,022 75,191POZO SPTICO ETERNIT 1000 LT UN 953,370 952,341 953,833 955,027 952,540 954,265 952,474 954,166TUBERA CONCRETO CLASE I SIN REFUERZO 12" ML 84,817 83,973 82,895 83,342 83,788 85,620 83,119 84,054TUBERA CONCRETO CLASE II SIN REFUERZO 8" ML 49,143 48,698 48,130 48,366 48,601 49,567 48,248 48,741TUBERA DRENAJE PVC 110 ML 20,589 20,083 19,906 19,950 20,126 20,786 20,281 20,302TUBERA DRENAJE PVC 160 ML 31,191 30,685 30,508 30,552 30,728 31,389 30,883 30,904TUBERA DRENAJE PVC 200 ML 42,777 42,069 41,821 41,883 42,129 43,054 42,346 42,375TUBERA DRENAJE PVC 250 ML 58,084 57,275 56,992 57,062 57,343 58,400 57,592 57,625TUBERA DRENAJE PVC 315 ML 79,890 79,183 78,935 78,996 79,242 80,167 79,460 79,488

    SISTEMA SPTICO CON FILTRO ANAEROBIO 500LT (INCLUYE MATERIAL FILTRANTE) UN 731,909 723,822 720,987 721,690 724,503 735,074 726,987 727,316

    SISTEMA SPTICO CON FILTRO ANAEROBIO 1000LT (INCLUYE MATERIAL FILTRANTE) UN 1,040,637 1,024,463 1,018,792 1,020,198 1,025,824 1,046,965 1,030,792 1,031,449

    SISTEMA SPTICO CON FILTRO ANAEROBIO 2000LT (INCLUYE MATERIAL FILTRANTE) UN 1,366,882 1,334,535 1,323,193 1,326,006 1,337,257 1,379,540 1,347,193 1,348,508

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  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINESTRUCTURAS EN CONCRETO

    CASETN DE LONA 0.8 X 0.35 M2 27,769 27,769 27,769 27,769 27,769 27,769 27,769 27,769CASETN DE LONA 0.80X0.70 M2 36,492 36,492 36,492 36,492 36,492 36,492 36,492 36,492COLUMNAS 3500 PSI M3 621,728 600,773 588,672 592,767 600,980 632,802 601,774 608,103CONCRETO CICLPEO 2000 PSI, 40% RAJN M3 206,522 187,941 174,253 179,570 186,427 217,478 191,081 194,845ENTREPISO LMINA COLABORANTE 2", CAL 22, H=10 CM,INCL. MALLA DE

    REFUERZO, CONCRETO DE 3500 PSIM2 75,231 73,196 72,021 72,419 73,216 76,306 73,293 73,908

    ENTREPISO LMINA COLABORANTE 3", CAL 22, H=12 CM,INCL. MALLA DE

    REFUERZO, CONCRETO DE 3500 PSIM2 88,617 86,176 84,766 85,243 86,200 89,907 86,292 87,030

    ENTREPISOS CASETN CON VIGAS, 3500 PSI H=0.30 m (SIN REFUERZO) M2 100,023 96,767 94,888 95,524 96,800 101,743 96,923 97,906ENTREPISO CASETN CON VIGAS 3500 PSI, H=0.35 M (SIN REFUERZO) M2 105,583 102,125 100,128 100,804 102,159 107,411 102,290 103,335ENTREPISO CASETN CON VIGAS 3500 PSI, H=0.40 M (SIN REFUERZO) M2 121,490 117,218 114,751 115,586 117,260 123,748 117,422 118,712ENTREPISO CASETN CON VIGAS 3500 PSI, H=0.45 M (SIN REFUERZO) M2 135,368 130,485 127,666 128,620 130,534 137,949 130,719 132,193ENTREPISOS CASETN CON VIGAS, 3500 PSI H=0.50 m (SIN REFUERZO) M2 150,463 144,970 141,798 142,872 145,024 153,366 145,232 146,892ENTREPISO VIGUETA PLACA M2 73,413 73,114 72,889 72,973 73,100 73,603 73,050 73,200ESCALERA MACIZA 3500 PSI M3 729,327 708,372 696,271 700,367 708,579 740,402 709,373 715,702MURO LADRILLO ESTRUCTURAL E=0.12 cm M2 68,944 68,778 68,566 68,654 68,742 69,102 68,610 68,794ENTREPISO PLACA MACIZA 3500 PSI E=0.10 M M2 60,964 58,868 57,658 58,068 58,889 62,071 58,968 59,601ENTREPISO PLACA MACIZA 3500 PSI E=0.12 M M2 69,106 66,542 65,062 65,563 66,568 70,461 66,665 67,439ENTREPISO PLACA MACIZA 3500 PSI E=0.15 M M2 81,036 77,821 75,965 76,593 77,853 82,734 77,975 78,946MURO DE CONTENCIN EN CONCRETO 3500 PSI, H=2.0 M M3 557,079 536,123 524,023 528,118 536,330 568,153 537,125 543,454PASOS PREFABRICADOS ESCALERAS EN CONRETO 2500 PSI (ANCHO 1 M) UN 37,929 37,313 36,931 37,064 37,311 38,271 37,303 37,519PLACA FLOTANTE 0.9 ESTRUCTURAS 3500 PSI M2 220,460 211,102 205,697 207,526 211,194 225,406 211,549 214,375ACERO FIGURADO 37000 PSI KG 3,135 3,135 3,135 3,135 3,135 3,135 3,135 3,135ACERO FIGURADO 60000 PSI KG 3,257 3,257 3,257 3,257 3,257 3,257 3,257 3,257REFUERZO MALLA ELECTROSOLDADA KG 4,493 4,493 4,493 4,493 4,493 4,493 4,493 4,493TANQUE ELEVADO EN CONCRETO DE 3500 PSI M3 660,468 639,513 627,412 631,508 639,720 671,543 640,514 646,843TANQUE SUBTERRNEO EN CONCRETO DE 3500 PSI M3 609,504 586,550 573,312 577,790 586,782 621,625 587,673 594,586VIGA AREA 3500 PSI M3 660,267 639,312 627,211 631,307 639,519 671,342 640,313 646,642VIGA CINTA 3500 PSI M3 644,925 623,970 611,870 615,965 624,177 656,000 624,971 631,301VIGA CANAL EN CONCRETO 3500 PSI M3 803,982 783,027 770,926 775,022 783,234 815,057 784,028 790,357BASE EN CONCRETO POBRE 1500 PSI M3 256,455 231,357 218,596 222,673 232,172 268,672 235,179 240,764

    MAMPOSTERA

    ALFAJAS CONCRETO 2500 PSI E= 0.15 M ML 22,784 22,297 21,945 22,074 22,279 23,085 22,213 22,442ALFAJAS CONCRETO 2500 PSI E= 0.25 M ML 38,335 37,848 37,496 37,625 37,829 38,635 37,763 37,992ALFAJA EN LADRILLO PRENSADO MACIZO ML 24,671 24,595 24,497 24,538 24,578 24,744 24,518 24,602ARCOS EN LADRILLO PRENSADO ML 119,391 119,239 119,044 119,125 119,205 119,537 119,084 119,253DINTELES CONCRETO DE 2500 PSI 15x20 ML 33,923 33,307 32,925 33,058 33,305 34,265 33,297 33,513DINTELES EN BLOQUE 0.15 M ML 19,450 19,284 19,072 19,160 19,248 19,608 19,116 19,300ENCHAPES LADRILLO PRENSADO M2 66,694 66,388 65,998 66,160 66,321 66,984 66,079 66,418MESONES EN CONCRETO 2500 PSI, E=0.1M (INC. REFUERZO) M2 69,623 67,570 66,296 66,740 67,561 70,761 67,535 68,256MURO DRYWALL DOBLE CARA 0.12 M M2 53,459 53,459 53,459 53,459 53,459 53,459 53,459 53,459MURO DRYWALL DOBLE CARA 0.12 M (LINEAL) ML 32,764 32,764 32,764 32,764 32,764 32,764 32,764 32,764MURO DRYWALL DOBLE CARA 0.10 M M2 51,808 51,808 51,808 51,808 51,808 51,808 51,808 51,808MURO DRYWALL DOBLE CARA 0.10 M (LINEAL) ML 31,938 31,938 31,938 31,938 31,938 31,938 31,938 31,938MURO SUPERBOARD DOBLE CARA 0.10 M M2 64,875 64,875 64,875 64,875 64,875 64,875 64,875 64,8755.13

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  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINMURO SUPERBOARD DOBLE CARA 0.10 M (LINEAL) ML 39,478 39,478 39,478 39,478 39,478 39,478 39,478 39,478MURO SUPERBOARD DOBLE CARA 0.12 M M2 66,413 66,413 66,413 66,413 66,413 66,413 66,413 66,413MURO SUPERBOARD DOBLE CARA 0.12 M (LINEAL) ML 40,248 40,248 40,248 40,248 40,248 40,248 40,248 40,248MURO EN BLOQUE N 5 E=0.12 M M2 27,038 26,885 26,689 26,770 26,851 27,184 26,729 26,900MURO EN BLOQUE No. 5 E=0.12 (LINEAL) ML 16,805 16,728 16,630 16,670 16,711 16,878 16,650 16,735MURO EN BLOQUE DE CONCRETO 0.10 M M2 37,685 37,583 37,452 37,506 37,560 37,783 37,479 37,593MURO EN BLOQUE DE CONCRETO E=0.10 M (LINEAL) ML 22,940 22,888 22,823 22,850 22,877 22,988 22,837 22,893MURO EN BLOQUE DE CONCRETO 0.12 M M2 44,421 44,319 44,188 44,242 44,296 44,519 44,215 44,329MURO EN BLOQUE DE CONCRETO E=0.12 M (LINEAL) ML 26,820 26,769 26,704 26,731 26,758 26,869 26,717 26,774MURO EN BLOQUE DE CONCRETO 0.20 M M2 80,136 79,624 78,971 79,242 79,512 80,623 79,106 79,674MURO EN BLOQUE DE CONCRETO 0.20 M (LINEAL) ML 46,983 46,727 46,400 46,536 46,671 47,226 46,468 46,752MURO EN BLOQUE N 4 E= 0.10 M M2 24,948 24,846 24,715 24,769 24,823 25,045 24,742 24,856MURO EN BLOQUE N 4 E=0.10 M (LINEAL) ML 15,506 15,455 15,389 15,416 15,443 15,555 15,403 15,460MURO EN BLOQUE N 5 E=0.23 M M2 47,843 47,639 47,377 47,486 47,594 48,038 47,432 47,658MURO EN BLOQUE N 5 E=0.23 M (LINEAL) ML 29,757 29,654 29,524 29,578 29,632 29,854 29,551 29,664MURO EN LADRILLO ESTRUTURAL E=0.15 M M2 64,098 63,932 63,720 63,808 63,895 64,256 63,764 63,948MURO EN LADRILLO ESTRUCTURAL 0.15 M (LINEAL) ML 39,161 39,078 38,972 39,016 39,060 39,240 38,994 39,086MURO EN LADRILLO PRENSADO MACIZO E=0.24 M M2 120,270 119,554 118,639 119,018 119,396 120,952 118,829 119,623MURO EN LADRILLO PRENSADO MACIZO E=0.24 M (LINEAL) ML 74,144 73,786 73,328 73,518 73,707 74,485 73,423 73,820MURO EN LADRILLO PRENSADO MACIZO E=0.12 M M2 59,094 58,747 58,305 58,489 58,672 59,423 58,397 58,781MURO EN LADRILLO PRENSADO MACIZO, E=0.12 M (LINEAL) ML 36,659 36,486 36,265 36,357 36,448 36,824 36,311 36,503MURO EN LADRILLO TOLETE RECOCIDO 0.12 M M2 35,504 35,275 34,982 35,104 35,225 35,722 35,043 35,297MURO EN LADRILLO TOLETE RECOCIDO 0.12 M (LINEAL) ML 21,635 21,521 21,374 21,435 21,495 21,744 21,405 21,532MURO TOLETE COMN 0.06 M M2 25,520 25,418 25,287 25,341 25,395 25,618 25,314 25,428MURO TOLETE COMN 0.06 M (LINEAL) ML 15,582 15,531 15,466 15,493 15,520 15,631 15,479 15,536MURO TOLETE COMN 0.12 M M2 38,524 38,319 38,058 38,166 38,274 38,719 38,112 38,339MURO TOLETE COMN 0.12 M (LINEAL) ML 23,665 23,562 23,432 23,486 23,540 23,762 23,459 23,572MURO TOLETE COMN 0.25 M M2 73,816 73,509 73,117 73,280 73,442 74,108 73,198 73,539MURO TOLETE COMN 0.25 M (LINEAL) ML 45,094 44,940 44,744 44,826 44,907 45,240 44,785 44,955MURO LADRILLO REJILLA 0.12 M, DOS CARAS A LA VISTA M2 54,027 53,822 53,561 53,669 53,777 54,221 53,615 53,842MURO LADRILLO REJILLA 0.12 M, DOS CARAS A LA VISTA (LINEAL) ML 32,651 32,548 32,418 32,472 32,526 32,748 32,445 32,558MURO LADRILLO REJILLA 0.25 M, DOS CARAS A LA VISTA M2 114,626 113,910 112,995 113,375 113,753 115,308 113,185 113,979MURO LADRILLO REJILLA 0.25 M, DOS CARAS A LA VISTA (LINEAL) ML 69,710 69,352 68,895 69,085 69,274 70,051 68,990 69,387REMATES LADRILLO PRENSADO ML 21,695 21,619 21,521 21,562 21,602 21,768 21,542 21,626SOBRECIMIENTO 0.15 EN TOLETE RECOCIDO ML 27,375 27,126 26,808 26,940 27,072 27,612 26,874 27,150SOBRECIMIENTO 0.25 EN TOLETE RECOCIDO ML 46,199 45,867 45,443 45,619 45,794 46,515 45,531 45,899LAVADA DE FACHADA M2 4,003 4,003 4,003 4,003 4,003 4,003 4,003 4,003PASAMANOS EN CONCRETO 2500 PSI ML 38,504 38,017 37,665 37,794 37,999 38,805 37,933 38,162DOVELA, GROUTING 3000 PSI ML 7,614 7,614 7,614 7,614 7,614 7,614 7,614 7,614ANCLAJE 3/8" L=30CM UN 10,094 10,094 10,094 10,094 10,094 10,094 10,094 10,094ANCLAJE 1/2" L=50CM UN 13,206 13,206 13,206 13,206 13,206 13,206 13,206 13,206ANCLAJE 5/8" L=70CM UN 18,423 18,423 18,423 18,423 18,423 18,423 18,423 18,423ANCLAJE 3/4" L=70CM UN 27,481 27,481 27,481 27,481 27,481 27,481 27,481 27,481ANCLAJE 1" L= 70CM UN 3,890 3,729 3,640 3,670 3,732 3,973 3,743 3,787

    PAETES, REVOQUES Y REPELLOS

    ENTRAMADO MADERA CIELO RASO M2 11,809 11,809 11,809 11,809 11,809 11,809 11,809 11,809

    6

    6.1

    5.53

    5.54

    5.55

    5.56

    5.57

    5.48

    5.49

    5.50

    5.51

    5.52

    5.43

    5.44

    5.45

    5.46

    5.47

    5.38

    5.39

    5.40

    5.41

    5.42

    5.33

    5.34

    5.35

    5.36

    5.37

    5.28

    5.29

    5.30

    5.31

    5.32

    5.23

    5.24

    5.25

    5.26

    5.27

    5.18

    5.19

    5.20

    5.21

    5.22

    5.14

    5.15

    5.16

    5.17

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINFILOS O DILATACIONES B/PLACA ML 4,482 4,406 4,308 4,349 4,389 4,555 4,328 4,413FILOS O DILATACIONES S/MURO ML 5,385 5,309 5,211 5,252 5,292 5,458 5,232 5,316GOTERA EN MORTERO 1:4 ML 6,477 6,401 6,304 6,344 6,384 6,550 6,324 6,408IMPERMEABILIZACIN INTEGRAL MORTERO SIKA M2 4,325 4,325 4,325 4,325 4,325 4,325 4,325 4,325MALLA BAJO ENTRAMADO M2 10,310 10,310 10,310 10,310 10,310 10,310 10,310 10,310PAETE BAJO GUADUA 1:5, E=2 CM M2 19,019 18,777 18,467 18,596 18,724 19,250 18,532 18,800PAETE BAJO GUADUA 1:5, E=2 CM (LINEAL) ML 11,485 11,364 11,209 11,274 11,337 11,600 11,241 11,376PAETE BAJO MALLA 1:4, E=2 CM M2 16,727 16,512 16,238 16,352 16,465 16,932 16,295 16,533PAETE BAJO MALLA 1:4, E=2 CM (LINEAL) ML 10,103 9,995 9,858 9,915 9,972 10,205 9,887 10,006PAETE BAJO MALLA 1:5, E=2 CM M2 16,056 15,813 15,504 15,632 15,760 16,286 15,568 15,837PAETE BAJO MALLA 1:5, E=2 CM (LINEAL) ML 9,767 9,646 9,491 9,556 9,620 9,883 9,523 9,658PAETE CULATAS 1:4, E=2 CM M2 16,727 16,512 16,238 16,352 16,465 16,932 16,295 16,533PAETE CULATAS 1:4, E=2 CM (LINEAL) ML 10,103 9,995 9,858 9,915 9,972 10,205 9,887 10,006PAETE IMPERMEABILIZADO MUROS 1:3, E=1.5 CM M2 16,273 16,100 15,880 15,971 16,062 16,437 15,926 16,117PAETE IMPERMEABILIZADO MUROS 1:3, E=1.5 CM (LINEAL) ML 9,875 9,789 9,678 9,724 9,770 9,957 9,701 9,797PAETE LISO MUROS 1:4, E=1.5 CM M2 13,873 13,710 13,501 13,587 13,674 14,029 13,544 13,725PAETE LISO MUROS 1:4, E=1.5 CM (LINEAL) ML 8,456 8,375 8,270 8,313 8,357 8,534 8,292 8,382PAETE LISO MUROS 1:5, E=1.5 CM M2 13,362 13,177 12,941 13,039 13,137 13,537 12,990 13,195PAETE LISO MUROS 1:5, E=1.5 CM (LINEAL) ML 8,201 8,108 7,990 8,039 8,088 8,288 8,015 8,117PAETE LISO PLACAS 1:4, E=2 CM M2 17,320 17,105 16,830 16,944 17,058 17,524 16,887 17,126PAETE LISO PLACAS 1:4, E=2 CM (LINEAL) ML 10,384 10,277 10,139 10,196 10,253 10,486 10,168 10,287PAETE LISO PLACAS 1:5, E=2 CM M2 16,648 16,406 16,097 16,225 16,353 16,879 16,161 16,429PAETE LISO PLACAS 1:5, E=2 CM (LINEAL) ML 10,048 9,927 9,772 9,837 9,901 10,164 9,805 9,939PAETE RSTICO MUROS 1:5, E=1.5 CM M2 13,827 13,642 13,406 13,504 13,602 14,002 13,455 13,660PAETE RSTICO MUROS 1:5, E=1.5 CM (LINEAL) ML 8,419 8,327 8,209 8,258 8,307 8,507 8,234 8,336PAETE RSTICO PLACAS 1:5, E=2 CM M2 17,326 17,083 16,774 16,902 17,030 17,556 16,838 17,107PAETE RSTICO PLACAS 1:5, E=2 CM (LINEAL) ML 10,695 10,574 10,419 10,483 10,547 10,810 10,451 10,585

    CUBIERTAS

    AFINADO CUBIERTAS PLANAS EN MORTERO 1:4 E=0.03 M M2 21,356 21,049 20,657 20,819 20,981 21,648 20,738 21,078AFINADO IMPERMEABILIZADO PARA TEJA DE BARRO EN ASFALTO (INCLUYE TELA

    IMPERMEABLE)M2 64,349 63,322 62,686 62,907 63,318 64,918 63,305 63,665

    BAJANTE PVC (AMAZONAS, RAINGO) ML 39,826 39,826 39,826 39,826 39,826 39,826 39,826 39,826BAJANTE PVC AGUAS LLUVIAS D=3" ML 16,204 16,204 16,204 16,204 16,204 16,204 16,204 16,204BAJANTE PVC AGUAS LLUVIAS D=4" ML 25,414 25,414 25,414 25,414 25,414 25,414 25,414 25,414CABALLETE ARTICULADO TEJA FIBROCEMENTO ML 59,261 59,261 59,261 59,261 59,261 59,261 59,261 59,261CABALLETE FIJO TEJA FIBROCEMENTO ML 42,466 42,466 42,466 42,466 42,466 42,466 42,466 42,466CABALLETE FIJO CANALETA 43 FIBROCEMENTO ML 25,562 25,562 25,562 25,562 25,562 25,562 25,562 25,562CABALLETE ARTICULADO CANALETA 43 FIBROCEMENTO ML 57,679 57,679 57,679 57,679 57,679 57,679 57,679 57,679CABALLETE FIJO CANALETA 90 FIBROCEMENTO ML 74,443 74,443 74,443 74,443 74,443 74,443 74,443 74,443CABALLETE ARTICULADO CANALETA 90 FIBROCEMENTO ML 96,810 96,810 96,810 96,810 96,810 96,810 96,810 96,810CABALLETE CUBIERTA TERMOACSTICA ML 42,583 42,583 42,583 42,583 42,583 42,583 42,583 42,583CANAL PVC AMAZONAS ML 61,754 61,754 61,754 61,754 61,754 61,754 61,754 61,754CANAL PVC RAINGO ML 54,582 54,582 54,582 54,582 54,582 54,582 54,582 54,582TEJA CANALETA 43 FIBROCEMENTO L=6M M2 86,597 86,597 86,597 86,597 86,597 86,597 86,597 86,597TEJA CANALETA 90 FIBROCEMENTO L=6M M2 50,042 50,042 50,042 50,042 50,042 50,042 50,042 50,042TEJA CANALETA 90 LMINA GALVANIZADA L=6M M2 41,108 41,108 41,108 41,108 41,108 41,108 41,108 41,108CANAL EN LMINA GALVANIZADA CAL. 22; DS=50 ML 23,607 23,607 23,607 23,607 23,607 23,607 23,607 23,607

    7.14

    7.15

    7.16

    7.17

    7.18

    7.9

    7.10

    7.11

    7.12

    7.13

    7.4

    7.5

    7.6

    7.7

    7.8

    7

    7.1

    7.2

    7.3

    6.24

    6.25

    6.26

    6.27

    6.28

    6.19

    6.20

    6.21

    6.22

    6.23

    6.14

    6.15

    6.16

    6.17

    6.18

    6.9

    6.10

    6.11

    6.12

    6.13

    6.4

    6.5

    6.6

    6.7

    6.8

    6.2

    6.3

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINTEJA DE BARRO M2 45,863 45,481 44,994 45,196 45,398 46,227 45,095 45,518TEJA EN LMINA GALVANIZADA CAL 26 PINTADA M2 34,255 34,255 34,255 34,255 34,255 34,255 34,255 34,255TEJA EN LMINA GALVANIZADA CAL 26 M2 31,439 31,439 31,439 31,439 31,439 31,439 31,439 31,439TEJA FIBROCEMENTO N4 M2 26,708 26,708 26,708 26,708 26,708 26,708 26,708 26,708TEJA FIBROCEMENTO No. 6 M2 25,934 25,934 25,934 25,934 25,934 25,934 25,934 25,934TEJA FIBROCEMENTO No. 8 M2 26,683 26,683 26,683 26,683 26,683 26,683 26,683 26,683TEJA TERMOACSTICA M2 36,976 36,976 36,976 36,976 36,976 36,976 36,976 36,976TEJA PLSTICA No.6 M2 32,597 32,597 32,597 32,597 32,597 32,597 32,597 32,597TEJA ESPAOLA ETERNIT M2 59,801 59,801 59,801 59,801 59,801 59,801 59,801 59,801TEJA TIPO SANDWICH 525-C CAL. 26, POLIURETANO INYECTADO 30MM M2 108,724 108,724 108,724 108,724 108,724 108,724 108,724 108,724TEJA SIN TRASLAPO M2 48,938 48,938 48,938 48,938 48,938 48,938 48,938 48,938ESTRUCTURA DE MADERA PARA TEJA DE BARRO M2 31,655 31,655 31,655 31,655 31,655 31,655 31,655 31,655ESTRUCTURA DE MADERA PARA TEJA DE FIBROCEMENTO M2 24,975 24,975 24,975 24,975 24,975 24,975 24,975 24,975ESTRUCTURA METLICA PARA TEJA DE FIBROCEMENTO (TUBO ESTRUCTURAL

    ABIERTO 4"x2", 15 MM)M2 40,043 40,043 40,043 40,043 40,043 40,043 40,043 40,043

    FLANCHE EN LMINA GALVANIZADA CAL. 22; DS=20 ML 14,788 14,788 14,788 14,788 14,788 14,788 14,788 14,788FLANCHE EN LMINA GALVANIZADA CAL. 22; DS=30 ML 17,690 17,690 17,690 17,690 17,690 17,690 17,690 17,690MEMBRANA IMPERMEABLE PARA CUBIERTA, DOS CAPAS M2 20,104 20,104 20,104 20,104 20,104 20,104 20,104 20,104MEMBRANA IMPERMEABLE PARA CUBIERTA, TRES CAPAS M2 25,855 25,855 25,855 25,855 25,855 25,855 25,855 25,855BAJANTE EN LMINA GALVANIZADA CAL. 22; DS=40 ML 16,191 16,191 16,191 16,191 16,191 16,191 16,191 16,191CANAL EN LMINA GALVANIZADA CAL. 22; DS=90 ML 37,974 37,974 37,974 37,974 37,974 37,974 37,974 37,974DOMO TERMOFORMADO PARA CUBIERTA 60 X 60 M2 222,220 222,220 222,220 222,220 222,220 222,220 222,220 222,220CUBIERTA EN POLICARBONATO ALVEOLAR M2 286,389 286,389 286,389 286,389 286,389 286,389 286,389 286,389CORTASOL TIPO CELOSCREEN 110-M1, PASO 200 M2 181,658 181,658 181,658 181,658 181,658 181,658 181,658 181,658CORTASOL CELOSIA C-23 EN ALUZINC M2 261,500 261,500 261,500 261,500 261,500 261,500 261,500 261,500

    MORTEROS Y CONCRETOS

    CONCRETO 4000 PSI M3 371,898 350,795 337,705 342,262 350,707 383,598 350,433 357,850CONCRETO 3500 PSI M3 324,176 303,831 292,083 296,059 304,032 334,928 304,803 310,948CONCRETO 3000 PSI M3 318,399 296,769 284,878 288,819 297,179 329,469 298,710 304,553CONCRETO 2500 PSI M3 281,774 261,242 248,506 252,939 261,156 293,158 260,890 268,105CONCRETO 2000 PSI M3 262,170 239,959 227,326 231,575 240,241 273,793 241,312 247,799CONCRETO 1500 PSI M3 237,477 213,110 200,721 204,679 213,901 249,338 216,821 222,243MORTERO SECO 1:10 M3 193,355 182,817 169,359 174,946 180,507 203,385 172,153 183,833MORTERO 1:4 ARENA LAVADA DE PEA M3 373,175 362,943 349,875 355,299 360,699 382,914 352,587 363,929MORTERO 1:5 ARENA LAVADA DE PEA M3 341,202 329,665 314,931 321,047 327,135 352,183 317,989 330,777MORTERO 1:3 ARENA LAVADA DE PEA M3 395,813 385,023 371,243 376,963 382,657 406,083 374,103 386,063MORTERO IMPERMEABILIZADO 1:3 ARENA LAVADA DE PEA M3 523,153 512,363 498,583 504,303 509,997 533,423 501,443 513,403

    CARPINTERA EN MADERA

    BARANDA EN MADERA CEDRO MACHO ML 89,027 89,027 89,027 89,027 89,027 89,027 89,027 89,027CHAZOS PARA CARPINTERA EN MADERA UN 2,846 2,770 2,672 2,713 2,753 2,919 2,692 2,777DIFUSORES MARCO PARA VIDRIO H= 0.15M M2 100,337 100,337 100,337 100,337 100,337 100,337 100,337 100,337DIFUSORES MARCO PARA VIDRIO H= 0.20 M M2 122,243 122,243 122,243 122,243 122,243 122,243 122,243 122,243MARCO PUERTA Y ENCHAPE, TABLA CHAPA x 0.15 M UN 168,644 168,644 168,644 168,644 168,644 168,644 168,644 168,644MARCO PUERTA Y ENCHAPE, TABLA CHAPA x 0.20 M UN 188,307 188,307 188,307 188,307 188,307 188,307 188,307 188,307MARCO PUERTA Y ENCHAPE, TABLA CHAPA x 0.25 M UN 207,995 207,995 207,995 207,995 207,995 207,995 207,995 207,995HOJA PUERTA FORTEC 0.81 UN 147,447 147,447 147,447 147,447 147,447 147,447 147,447 147,447

    9.7

    9.8

    9.2

    9.3

    9.4

    9.5

    9.6

    8.10

    8.11

    9

    9.1

    8.5

    8.6

    8.7

    8.8

    8.9

    8

    8.1

    8.2

    8.3

    8.4

    7.39

    7.40

    7.41

    7.42

    7.34

    7.35

    7.36

    7.37

    7.38

    7.29

    7.30

    7.31

    7.32

    7.33

    7.24

    7.25

    7.26

    7.27

    7.28

    7.19

    7.20

    7.21

    7.22

    7.23

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINHOJA PUERTA FORTEC 0.91 UN 162,850 162,850 162,850 162,850 162,850 162,850 162,850 162,850HOJA PUERTA FORTEC 1.50 UN 241,395 241,395 241,395 241,395 241,395 241,395 241,395 241,395HOJA ENTAMBORADA PUERTA INTERS SOCIAL 0.76-1.10 UN 91,420 91,420 91,420 91,420 91,420 91,420 91,420 91,420HOJA PUERTA ENTAMBORADA TRIPLEX-TABLEX 0.76-1.0 M UN 121,302 121,302 121,302 121,302 121,302 121,302 121,302 121,302HOJA PUERTA ENTABLERADA TABLEX 0.76-1.0 M UN 134,341 134,341 134,341 134,341 134,341 134,341 134,341 134,341HOJA PUERTA ENTABLERADA MADECOR 0.76-1.0 M UN 341,338 341,338 341,338 341,338 341,338 341,338 341,338 341,338PASAMANOS ESCALERA EN CEDRO MACHO 0.15X0.02 M ML 30,326 30,326 30,326 30,326 30,326 30,326 30,326 30,326PIRLANES DE MADERA CEDRO MACHO 0.10 M ML 19,346 19,346 19,346 19,346 19,346 19,346 19,346 19,346VENTANERA EN MADERA CEDRO MACHO M2 70,670 70,670 70,670 70,670 70,670 70,670 70,670 70,670CERRADURA DE ENTRADA PRINCIPAL UN 87,537 87,537 87,537 87,537 87,537 87,537 87,537 87,537SUMINISTRO E INSTALACIN CERROJO DOBLE UN 68,087 68,087 68,087 68,087 68,087 68,087 68,087 68,087SUMINISTRO E INSTALACIN CERRADURA DE POMO ENTRADA UN 21,363 21,363 21,363 21,363 21,363 21,363 21,363 21,363SUMINISTR E INSTALACIN CERRADURA DE POMO ALCOBA UN 21,363 21,363 21,363 21,363 21,363 21,363 21,363 21,363SUMINISTRO E INSTALACIN CERRADURA DE POMO BAO UN 20,277 20,277 20,277 20,277 20,277 20,277 20,277 20,277ESPEJO INCOLORO 3 MM SIN BISELAR M2 75,183 75,183 75,183 75,183 75,183 75,183 75,183 75,183ESPEJO BISELADO INCOLORO 4 MM M2 97,132 97,132 97,132 97,132 97,132 97,132 97,132 97,132VIDRIO ESMERILADO INCOLORO 4 MM M2 44,454 44,454 44,454 44,454 44,454 44,454 44,454 44,454VIDRIO ESMERILADO INCOLORO 5 MM M2 53,233 53,233 53,233 53,233 53,233 53,233 53,233 53,233VIDRIO TEMPLADO PULIDO 10 MM M2 214,139 214,139 214,139 214,139 214,139 214,139 214,139 214,139VIDRIO TEMPLADO PULIDO 8 MM M2 192,190 192,190 192,190 192,190 192,190 192,190 192,190 192,190VIDRIO TRANSPARENTE 3 MM M2 47,746 47,746 47,746 47,746 47,746 47,746 47,746 47,746VIDRIO TRANSPARENTE 4 MM M2 55,428 55,428 55,428 55,428 55,428 55,428 55,428 55,428VIDRIO TRANSPARENTE 5 MM M2 62,013 62,013 62,013 62,013 62,013 62,013 62,013 62,013VIDRIO TRANSPARENTE 6 MM M2 65,965 65,965 65,965 65,965 65,965 65,965 65,965 65,965

    CARPINTERA METLICA

    CAJA CONTADOR DE AGUA UN 55,631 55,631 55,631 55,631 55,631 55,631 55,631 55,631CELOSA ALUMINIO 100CM X 60 CM M2 161,261 161,261 161,261 161,261 161,261 161,261 161,261 161,261ESCALERA DE GATO EN TUBO ESTUTRUCTURAL GALVANIZADO DE 1" (INCLUYE

    ANTICORROSIVO)ML 81,040 81,040 81,040 81,040 81,040 81,040 81,040 81,040

    MARCO PARA PUERTA EN LMINA CAL 18 -0.8 UN 105,951 105,951 105,951 105,951 105,951 105,951 105,951 105,951MARCO TAPA CAJA DE INSPECCIN UN 100,997 100,997 100,997 100,997 100,997 100,997 100,997 100,997MARQUESINA EN LMINA COLD ROLLED CAL.16 M2 70,493 70,493 70,493 70,493 70,493 70,493 70,493 70,493PUERTA EN LMINA CAL 18 INC. ANTICORROSIVO M2 149,979 149,979 149,979 149,979 149,979 149,979 149,979 149,979PUERTA VENTANA EN LMINA CAL 18 INC. ANTICORROSIVO M2 80,299 80,299 80,299 80,299 80,299 80,299 80,299 80,299CERCHA PARA CUBIERTA EN NGULO INC. ANTICORROSIVO KG 4,837 4,837 4,837 4,837 4,837 4,837 4,837 4,837CERRAMIENTO MALLA ESLABONADA C. 10 INC. NGULO (PARAL EN TUBO

    ESTRUCTURAL GALVANIZADO 2")M2 74,070 74,070 74,070 74,070 74,070 74,070 74,070 74,070

    CORREA 2 D=1/2" 1 D=1/2" CELOSA EN 3/8" INC. ANTICORROSIVO ML 31,025 31,025 31,025 31,025 31,025 31,025 31,025 31,025DIVISIN DE BAO ALUMINIO Y VIDRIO TEMPLADO H= 1.8 M, E=6MM M2 389,613 389,613 389,613 389,613 389,613 389,613 389,613 389,613DIVISIN BAO ALUMINIO Y ACRLICO H= 1.8 M M2 140,863 140,863 140,863 140,863 140,863 140,863 140,863 140,863

    PANEL PARA BAO EN COLD ROLLED CAL.18 Y PINTURA ELECTROSTTICA M2 155,570 155,570 155,570 155,570 155,570 155,570 155,570 155,570

    DIVISIN PARA BAO EN ACERO INOXIDABLE 304 CAL.20 (INCLUYE PUERTAS Y

    ACCESORIOS)M2 355,975 355,975 355,975 355,975 355,975 355,975 355,975 355,975

    REJA BANCARIA EN VARILLA CUADRADA DE 1/2" INC. ANTICORROSIVO M2 94,284 94,284 94,284 94,284 94,284 94,284 94,284 94,284PUERTA CORTINA INCLUYE ESMALTE M2 283,819 283,819 283,819 283,819 283,819 283,819 283,819 283,819SUMINISTRO E INSTALACIN TEMPLETES 3/8" INC. ANTICORROSIVO ML 4,497 4,497 4,497 4,497 4,497 4,497 4,497 4,497VENTANA EN ALUMINIO CORREDIZA M2 200,414 200,414 200,414 200,414 200,414 200,414 200,414 200,414

    10.18

    10.19

    10.13

    10.14

    10.15

    10.16

    10.17

    10.8

    10.9

    10.10

    10.11

    10.12

    10.3

    10.4

    10.5

    10.6

    10.7

    9.32

    10

    10.1

    10.2

    9.27

    9.28

    9.29

    9.30

    9.31

    9.22

    9.23

    9.24

    9.25

    9.26

    9.17

    9.18

    9.19

    9.20

    9.21

    9.12

    9.13

    9.14

    9.15

    9.16

    9.9

    9.10

    9.11

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINVENTANA LMINA CALIBRE 18 INC. ANTICORROSIVO M2 90,073 90,073 90,073 90,073 90,073 90,073 90,073 90,073REJILLA PISO 0.30 M M2 63,670 63,670 63,670 63,670 63,670 63,670 63,670 63,670TAPA SHUT EN LMINA COLD ROLLED CAL.16 UN 65,289 65,289 65,289 65,289 65,289 65,289 65,289 65,289CELOSA ANGULAR PARA POLIDEPORTIVO ASTM-36, INCLUYE: CORREAS,

    CONTRAVIENTOS, TENSORES, COLUMNAS, VIGAS DE AMARRE, ANCLAJES,

    TORNILLERA, PINTURA Y PLATINERA. CONTEMPLA TAMBIN:FABRICACIN,

    SUMINISTRO Y MONTAJE

    KG 7,461 7,461 7,461 7,461 7,461 7,461 7,461 7,461

    CELOSA TUBULAR PARA POLIDEPORTIVO, ASTM-4500 GRADO C, INCLUYE:CORREAS,

    CONTRAVIENTOS, TENSORES, COLUMNAS ,VIGAS DE AMARRE, ANCLAJES,

    TORNILLERA, PINTURA Y PLATINERA.CONTEMPLA TAMBIEN:FABRICACIN,

    SUMINISTRO, MONTAJE

    KG 8,279 8,279 8,279 8,279 8,279 8,279 8,279 8,279

    ESTRUCTURA EN PERFILES LMINA DELGADA (LMINA CR), PARA POLIDEPORTIVO,

    INCLUYE:CORREAS, CONTRAVIENTOS, TENSORES, COLUMNAS, VIGAS DE AMARRE,

    ANCLAJES, TORNILLERA, PINTURA Y PLATINERA. CONTEMPLA

    TAMBIN:FABRICACIN, SUMINISTRO Y MONTAJE

    KG 6,498 6,498 6,498 6,498 6,498 6,498 6,498 6,498

    INSTALACIONES HIDROSANITARIAS - RED CONTRA INCENDIO

    ACOMETIDA EN PVC 1/2" 5M UN 166,780 166,780 166,780 166,780 166,780 166,780 166,780 166,780ACOMETIDA EN PVC 3/4" 5M UN 198,535 198,535 198,535 198,535 198,535 198,535 198,535 198,535BAJANTE AGUAS LLUVIAS PVC 3" ML 16,204 16,204 16,204 16,204 16,204 16,204 16,204 16,204BAJANTE AGUAS LLUVIAS PVC 4" ML 25,414 25,414 25,414 25,414 25,414 25,414 25,414 25,414BAJANTE AGUAS RESIDUALES PVC 3" ML 24,598 24,598 24,598 24,598 24,598 24,598 24,598 24,598BAJANTE AGUAS RESIDUALES PVC 4" ML 31,410 31,410 31,410 31,410 31,410 31,410 31,410 31,410BAJANTE AGUAS RESIDUALES PVC 6" ML 64,405 64,405 64,405 64,405 64,405 64,405 64,405 64,405CONEXIN TANQUE ELEVADO PVC UN 166,819 166,819 166,819 166,819 166,819 166,819 166,819 166,819INSTALACIN APARATO SANITARIO UN 33,391 33,391 33,391 33,391 33,391 33,391 33,391 33,391INSTALACIN BOMBAS AGUA UN 469,405 469,405 469,405 469,405 469,405 469,405 469,405 469,405INSTALACIN EQUIPO HIDRONEUMTICO UN 966,422 966,422 966,422 966,422 966,422 966,422 966,422 966,422LLAVE MANGUERA UN 23,579 23,579 23,579 23,579 23,579 23,579 23,579 23,579NIPLE PASAMURO 2" UN 50,197 50,197 50,197 50,197 50,197 50,197 50,197 50,197NIPLE PASAMURO 4" UN 74,988 74,988 74,988 74,988 74,988 74,988 74,988 74,988PUNTO AGUA CALIENTE CPVC UN 62,430 62,430 62,430 62,430 62,430 62,430 62,430 62,430PUNTO HIDRULICO PVC-P/PARAL 1/2" UN 45,828 45,828 45,828 45,828 45,828 45,828 45,828 45,828PUNTO HIDULICO PVC-P/PARAL 3/4" UN 48,585 48,585 48,585 48,585 48,585 48,585 48,585 48,585PUNTO HIDRULICO PVC-P/PARAL 1 1/4" UN 61,339 61,339 61,339 61,339 61,339 61,339 61,339 61,339SALIDA SANITARIA PVC-S/PARAL 2" UN 48,692 48,692 48,692 48,692 48,692 48,692 48,692 48,692SALIDA SANITARIA PVC-S/PARAL 3" UN 60,515 60,515 60,515 60,515 60,515 60,515 60,515 60,515SALIDA SANITARIA PVC-S/PARAL 4" UN 64,634 64,634 64,634 64,634 64,634 64,634 64,634 64,634SALIDA SANITARIA PVC-S/SIFON 3" UN 54,023 54,023 54,023 54,023 54,023 54,023 54,023 54,023RED SUMINISTRO CPVC 1/2" ML 9,169 9,169 9,169 9,169 9,169 9,169 9,169 9,169RED SUMINISTRO CPVC 3/4" ML 12,829 12,829 12,829 12,829 12,829 12,829 12,829 12,829RED SUMINISTRO PVC 1 1/2" ML 16,494 16,494 16,494 16,494 16,494 16,494 16,494 16,494RED SUMINISTRO PVC 1" ML 10,233 10,233 10,233 10,233 10,233 10,233 10,233 10,233RED SUMINISTRO PVC 1/2" ML 6,165 6,165 6,165 6,165 6,165 6,165 6,165 6,165RED SUMINISTRO PVC 2 1/2" ML 41,523 41,523 41,523 41,523 41,523 41,523 41,523 41,523RED SUMINISTRO PVC 2" ML 23,867 23,867 23,867 23,867 23,867 23,867 23,867 23,867RED SUMINISTRO PVC 3/4" ML 7,690 7,690 7,690 7,690 7,690 7,690 7,690 7,690

    11.26

    11.27

    11.28

    11.29

    11.30

    11.21

    11.22

    11.23

    11.24

    11.25

    11.16

    11.17

    11.18

    11.19

    11.20

    11.11

    11.12

    11.13

    11.14

    11.15

    11.6

    11.7

    11.8

    11.9

    11.10

    11.1

    11.2

    11.3

    11.4

    11.5

    10.23

    10.24

    10.25

    11

    10.20

    10.21

    10.22

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINRED SANITARIA PVC-S 2" ML 18,156 18,156 18,156 18,156 18,156 18,156 18,156 18,156RED SANITARIA PVC-S 3" ML 25,156 25,156 25,156 25,156 25,156 25,156 25,156 25,156RED SANITARIA PVC-S 4" ML 34,037 34,037 34,037 34,037 34,037 34,037 34,037 34,037RED SANITARIA PVC-S 6" ML 63,479 63,479 63,479 63,479 63,479 63,479 63,479 63,479REGISTRO 1" UN 82,910 82,910 82,910 82,910 82,910 82,910 82,910 82,910REGISTRO 1/2" UN 47,477 47,477 47,477 47,477 47,477 47,477 47,477 47,477REGISTRO 3/4" UN 58,138 58,138 58,138 58,138 58,138 58,138 58,138 58,138REGISTRO 1 1/2" UN 108,165 108,165 108,165 108,165 108,165 108,165 108,165 108,165REGISTRO 2 1/2" UN 278,929 278,929 278,929 278,929 278,929 278,929 278,929 278,929REGISTRO 2" UN 207,964 207,964 207,964 207,964 207,964 207,964 207,964 207,964REVENTILACIN 2" ML 12,692 12,692 12,692 12,692 12,692 12,692 12,692 12,692REVENTILACIN 3" ML 16,020 16,020 16,020 16,020 16,020 16,020 16,020 16,020TANQUE PLSTICO ELEVADO 250 LT (INCLUYE ACCESORIOS E INSTALACIN) UN 126,914 126,914 126,914 126,914 126,914 126,914 126,914 126,914TANQUE PLSTICO ELEVADO 500 LT (INCLUYE ACCESORIOS E ISNTALACIN) UN 205,801 205,801 205,801 205,801 205,801 205,801 205,801 205,801

    TANQUE PLSTICO ELEVADO 1000 LT (INCLUYE ACCESORIOS E INSTALACIN) UN 338,584 338,584 338,584 338,584 338,584 338,584 338,584 338,584

    TUBERA ACERO NEGRO ROSCADA 1" SCH-40 (INCLUYE ACCESORIOS Y SOPORTES) ML 35,365 35,365 35,365 35,365 35,365 35,365 35,365 35,365

    TUBERA ACERO NEGRO ROSCADA 1 1/2" SCH-40 (INCLUYE ACCESORIOS Y

    SOPORTES)ML 40,892 40,892 40,892 40,892 40,892 40,892 40,892 40,892

    TUBERA ACERO NEGRO ROSCADA 2" SCH-40 (INCLUYE ACCESORIOS Y SOPORTES) ML 67,100 67,100 67,100 67,100 67,100 67,100 67,100 67,100

    TUBERA ACERO NEGRO RANURADA 2" SCH-40 (INCLUYE ACCESORIOS Y

    SOPORTES)ML 52,410 52,410 52,410 52,410 52,410 52,410 52,410 52,410

    TUBERA ACERO NEGRO RANURADA 2-1/2" SCH-40 (INCLUYE ACCESORIOS Y

    SOPORTES)ML 74,461 74,461 74,461 74,461 74,461 74,461 74,461 74,461

    TUBERA ACERO NEGRO RANURADA 3" SCH-40 (INCLUYE ACCESORIOS Y SOPORTES) ML 78,148 78,148 78,148 78,148 78,148 78,148 78,148 78,148

    TUBERA ACERO NEGRO RANURADA 4" SCH-40 (INCLUYE ACCESORIOS Y SOPORTES) ML 180,832 180,832 180,832 180,832 180,832 180,832 180,832 180,832

    PUNTO HIDRULICO PARA ROCIADOR AUTOMTICO 1/2" UN 35,627 35,627 35,627 35,627 35,627 35,627 35,627 35,627PUNTO HIDRULICO PARA ROCIADOR AUTOMTICO 3/4" UN 35,768 35,768 35,768 35,768 35,768 35,768 35,768 35,768ROCIADOR AUTOMTICO 1/2" K=5.6 PENDIENTE UL-FM UN 28,788 28,788 28,788 28,788 28,788 28,788 28,788 28,788ROCIADOR AUTOMTICO 3/4" K=8.1 PENDIENTE UL-FM UN 32,567 32,567 32,567 32,567 32,567 32,567 32,567 32,567PINTURA PARA TUBERA RED DE INCENDIOS CON DIMETRO DE HASTA 2" ML 2,944 2,944 2,944 2,944 2,944 2,944 2,944 2,944PINTURA PARA TUBERA RED DE INCENDIOS CON DIMETRO MAYOR A 2" ML 4,571 4,571 4,571 4,571 4,571 4,571 4,571 4,571GABINETE TIPO III UN 1,021,044 1,021,044 1,021,044 1,021,044 1,021,044 1,021,044 1,021,044 1,021,044GABINETE TIPO I UN 806,113 806,113 806,113 806,113 806,113 806,113 806,113 806,113SIAMESA INYECCIN 4" X 2 1/2" X 2 1/2" UN 1,273,343 1,273,343 1,273,343 1,273,343 1,273,343 1,273,343 1,273,343 1,273,343SIAMESA INYECCIN 3" X 2 1/2" X 2 1/2" UN 1,216,623 1,216,623 1,216,623 1,216,623 1,216,623 1,216,623 1,216,623 1,216,623VLVULA MARIPOSA 3" UN 660,820 660,820 660,820 660,820 660,820 660,820 660,820 660,820VLVULA MARIPOSA 4" UN 754,181 754,181 754,181 754,181 754,181 754,181 754,181 754,181VLVULA DE TOMA Y EXPULSIN DE AIRE 1" UN 324,187 324,187 324,187 324,187 324,187 324,187 324,187 324,187

    INSTALACIONES ELCTRICAS

    ACOMETIDA AREA 10 M. PVC UN 226,190 226,190 226,190 226,190 226,190 226,190 226,190 226,190SALIDA LMPARA TOMA PVC COMPLETA UN 32,885 32,885 32,885 32,885 32,885 32,885 32,885 32,885SALIDA LMPARA TOMA EMT COMPLETA UN 40,506 40,506 40,506 40,506 40,506 40,506 40,506 40,506

    12

    12.1

    12.2

    12.3

    11.61

    11.62

    11.63

    11.64

    11.65

    11.56

    11.57

    11.58

    11.59

    11.60

    11.51

    11.52

    11.53

    11.54

    11.55

    11.46

    11.47

    11.48

    11.49

    11.50

    11.41

    11.42

    11.43

    11.44

    11.45

    11.36

    11.37

    11.38

    11.39

    11.40

    11.31

    11.32

    11.33

    11.34

    11.35

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINSALIDA LMPARA. CONMUTABLE PVC COMPLETA UN 44,035 44,035 44,035 44,035 44,035 44,035 44,035 44,035SALIDA LMPARA CONMUTABLE EMT COMPLETA UN 53,719 53,719 53,719 53,719 53,719 53,719 53,719 53,719SALIDA TELFONO PVC COMPLETA UN 35,892 35,892 35,892 35,892 35,892 35,892 35,892 35,892SALIDA TIMBRE PVC COMPLETA UN 35,914 35,914 35,914 35,914 35,914 35,914 35,914 35,914STRIP TELEFNICO 10 PARES UN 107,997 107,997 107,997 107,997 107,997 107,997 107,997 107,997SALIDA TOMA DOBLE PVC COMPLETA UN 31,093 31,093 31,093 31,093 31,093 31,093 31,093 31,093SALIDA TRIFSICA PVC COMPLETA UN 73,109 73,109 73,109 73,109 73,109 73,109 73,109 73,109SALIDA T.V PVC COMPLETA. UN 48,163 48,163 48,163 48,163 48,163 48,163 48,163 48,163SALIDA BIFSICA C.N. UN 28,277 28,277 28,277 28,277 28,277 28,277 28,277 28,277TABLERO PARCIAL 4 CIRCUITOS UN 81,347 81,347 81,347 81,347 81,347 81,347 81,347 81,347TABLERO PARCIALES 12 CIRCUITOS (INCLUYE TACOS DE 30A) UN 335,265 335,265 335,265 335,265 335,265 335,265 335,265 335,265TABLERO PARCIALES 18 CIRCUITOS (INCLUYE TACOS DE 30A) UN 451,046 451,046 451,046 451,046 451,046 451,046 451,046 451,046TUBERA PVC CONDUIT 1/2" ML 2,623 2,623 2,623 2,623 2,623 2,623 2,623 2,623TUBERA PVC CONDUIT 3/4" ML 3,416 3,416 3,416 3,416 3,416 3,416 3,416 3,416TUBERA PVC CONDUIT 1" ML 5,252 5,252 5,252 5,252 5,252 5,252 5,252 5,252TUBERA PVC CONDUIT 1 1/2" ML 9,436 9,436 9,436 9,436 9,436 9,436 9,436 9,436LNEA A TIERRA TABLERO GENERAL (VARILLA COOPER WELL) UN 181,496 181,496 181,496 181,496 181,496 181,496 181,496 181,496LMPARA 2X32 BAJO PLACA LMINA LATERAL INDUSTRIAL UN 57,493 57,493 57,493 57,493 57,493 57,493 57,493 57,493LMPARA 2X48 BAJO PLACA LMINA LATERAL INDUSTRIAL UN 77,660 77,660 77,660 77,660 77,660 77,660 77,660 77,660LMPARA A PRUEBA DE HUMEDAD TIPO TORTUGA UN 27,807 27,807 27,807 27,807 27,807 27,807 27,807 27,807POSTE CONCRETO EXTRAREFORZADO 12 M - 1050 KG UN 1,046,149 1,046,149 1,046,149 1,046,149 1,046,149 1,046,149 1,046,149 1,046,149POSTE CONCRETO EXTRAREFORZADO 12 M - 750 KG UN 774,367 774,367 774,367 774,367 774,367 774,367 774,367 774,367POSTE METLICO 6M UN 968,287 968,287 968,287 968,287 968,287 968,287 968,287 968,287FAROL COLONIAL CON POSTE 2 1/2" X 3M (INCLUYE LUMINARIA) UN 439,866 439,866 439,866 439,866 439,866 439,866 439,866 439,866APLIQUE PARED COLONIAL (INCLUYE LUMINARIA) UN 76,192 76,192 76,192 76,192 76,192 76,192 76,192 76,192LUMINARIA 70W SODIO UN 194,935 194,935 194,935 194,935 194,935 194,935 194,935 194,935LUMINARIA 150W SODIO UN 229,706 229,706 229,706 229,706 229,706 229,706 229,706 229,706REFLECTOR 400W CON CAMPANA EN ALUMINIO UN 1,237,528 1,237,528 1,237,528 1,237,528 1,237,528 1,237,528 1,237,528 1,237,528REFLECTOR 250W CON CAMPANA EN ALUMINIO UN 911,548 911,548 911,548 911,548 911,548 911,548 911,548 911,548

    PISOS BASES

    ALISTADO ENDURECIDO 1:3, E=0.04 M2 33,922 33,507 32,977 33,197 33,416 34,317 33,087 33,547ALISTADO IMPERMEABILIZADO PISOS 1:3, E = 0.04 M2 28,883 28,468 27,938 28,158 28,377 29,278 28,048 28,508ALISTADO PARA LISTN M2 11,177 11,094 10,988 11,032 11,076 11,256 11,010 11,102ALISTADO PISOS 1:3, E=0.04 M2 22,787 21,957 20,897 21,337 21,775 23,577 21,117 22,037ALISTADO TERRAZAS 1:3, E= 0.08 M2 61,062 60,232 59,172 59,612 60,050 61,852 59,392 60,312CAUELA CONCRETO 2000 PSI 0.20X0.12 ML 20,544 20,100 19,847 19,932 20,105 20,776 20,127 20,256CONCRETO BASE GRADAS 2500 PSI M2 45,487 43,434 42,160 42,603 43,425 46,625 43,399 44,120CONCRETO ESTRIADO RAMPAS 2500 PSI M2 63,225 59,940 57,902 58,611 59,926 65,046 59,883 61,038MANTO FIBERGLASS 600X1 M2 22,319 22,319 22,319 22,319 22,319 22,319 22,319 22,319PEGANTE MORTERO-CONCRETO M2 19,174 19,174 19,174 19,174 19,174 19,174 19,174 19,174PERMA PLY 2 CAPAS M2 19,960 19,960 19,960 19,960 19,960 19,960 19,960 19,960PLACA BASE CONCRETO 0.08 2500 PSI M2 37,133 35,285 34,139 34,538 35,277 38,157 35,253 35,903PLACA BASE CONCRETO 0.10 2500 PSI M2 43,562 41,303 39,902 40,390 41,294 44,814 41,264 42,058PLACA BASE CONCRETO 0.15 2500 PSI M2 63,255 59,765 57,600 58,353 59,750 65,191 59,705 60,932TRITURADO FINO 1/2 M3 75,737 54,914 47,612 49,423 56,666 83,886 63,062 63,909TRITURADO GRUESO 3/4 M3 79,473 57,567 57,299 63,622 59,860 90,017 65,062 72,551

    13.15

    13.16

    13.10

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    13.12

    13.13

    13.14

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    13

    13.1

    13.2

    13.3

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    12.29

    12.30

    12.31

    12.32

    12.24

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    12.27

    12.28

    12.19

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    12.14

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  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINPISOS,ACABADOS,ENCHAPES Y ACCESORIOS

    BALDOSA CERMICA PISO-PARED 20X20 CALIDAD PRIMERA M2 37,003 36,837 36,625 36,713 36,801 37,161 36,669 36,853BALDOSA CERMICA PISO-PARED 20X20 CALIDAD PRIMERA (LINEAL) ML 22,819 22,736 22,630 22,674 22,718 22,898 22,652 22,744ADOQUN CONCRETO 6CM M2 48,430 48,015 47,485 47,705 47,924 48,825 47,595 48,055ADOQUN CONCRETO 8CM M2 57,680 57,265 56,735 56,955 57,174 58,075 56,845 57,305ADOQUN GRES PEATONAL M2 47,367 46,952 46,422 46,642 46,861 47,762 46,532 46,992BALDOSA INSTITUCIONAL GRANO MARMOL P2; PAYANDE FONDO BLANCO. INCLUYE

    ALISTADOM2 51,798 51,632 51,420 51,508 51,596 51,956 51,464 51,648

    GRAVILLA PARA GRADAS ML 28,997 28,697 28,516 28,578 28,697 29,160 28,698 28,799ACABADO EN GRANITO (INCLUYE DILATACIN EN BRONCE Y PULIDA) M2 104,908 104,161 103,207 103,603 103,998 105,619 103,405 104,233ACABADO EN GRAVILLA LAVADA M2 36,217 35,536 35,066 35,235 35,517 36,623 35,453 35,746GUARDAESCOBA EN GRANITO ML 29,617 29,617 29,617 29,617 29,617 29,617 29,617 29,617GUARDAESCOBA EN GRAVILLA ML 7,976 7,676 7,495 7,557 7,676 8,139 7,677 7,778GUARDAESCOBA PVC CARAMELO ML 7,271 7,271 7,271 7,271 7,271 7,271 7,271 7,271GUARDAESCOBA PVC CEDRO ML 9,211 9,211 9,211 9,211 9,211 9,211 9,211 9,211GUARDAESCOBA PINO CARIBE ML 7,725 7,725 7,725 7,725 7,725 7,725 7,725 7,725GUARDAESCOBA CEDRO BLANCO ML 7,714 7,714 7,714 7,714 7,714 7,714 7,714 7,714GUARDAESCOBA EN MADERA SAPAN ML 12,187 12,187 12,187 12,187 12,187 12,187 12,187 12,187GUARDAESCOBA GRES Y CERMICA ML 6,857 6,857 6,857 6,857 6,857 6,857 6,857 6,857LISTN M.H. AMARILLO M2 54,565 54,565 54,565 54,565 54,565 54,565 54,565 54,565PASO ESCALERA GRANITO ML 80,698 80,117 79,375 79,683 79,989 81,251 79,529 80,173PIRLANES ALUMINIO ML 5,759 5,759 5,759 5,759 5,759 5,759 5,759 5,759PIRLANES LADRILLO ML 24,556 24,403 24,208 24,289 24,370 24,702 24,249 24,418PISO VINILO TRFICO RESIDENCIAL M2 31,195 31,195 31,195 31,195 31,195 31,195 31,195 31,195PISO VINILO TRFICO PESADO M2 41,663 41,663 41,663 41,663 41,663 41,663 41,663 41,663PULIDA LACADA PISO MADERA M2 41,392 41,392 41,392 41,392 41,392 41,392 41,392 41,392TABLETA DE GRES 25X25 M2 36,764 36,598 36,386 36,474 36,562 36,922 36,430 36,614TABLN DE GRES LISO O RSTICO 33X 33 M2 37,436 37,270 37,058 37,146 37,233 37,594 37,102 37,286GUARDAESCOBA GRANO MRMOL P2; PAYANDE FONDO BLANCO ML 8,114 8,114 8,114 8,114 8,114 8,114 8,114 8,114ENCHAPE FACHADA EN TABLETA GRES 7 X 25 CM M2 34,016 33,787 33,494 33,616 33,736 34,234 33,555 33,809JABONERA PORCELANA ACUARIO UN 14,199 14,199 14,199 14,199 14,199 14,199 14,199 14,199JUEGOS INCRUSTAR (INCLUYE TOALLERO,PORTA ROLLO, JABONERA,CEPILLERA Y

    PERCHA SIMPLE)UN 98,525 98,525 98,525 98,525 98,525 98,525 98,525 98,525

    REJILLA PLSTICA SOSCO 3X2 UN 7,638 7,638 7,638 7,638 7,638 7,638 7,638 7,638REJILLA SIFN CON SOSCO 4.5CM X 3.5CM UN 15,670 15,670 15,670 15,670 15,670 15,670 15,670 15,670REJILLA METLICA TRADICIONAL 3X2 SOSCO UN 10,554 10,554 10,554 10,554 10,554 10,554 10,554 10,554REJILLA PLSTICA VENTILACIN 20X20 UN 10,049 10,049 10,049 10,049 10,049 10,049 10,049 10,049REMATES BOCEL ALUMINIO ML 6,400 6,400 6,400 6,400 6,400 6,400 6,400 6,400REMATES BOCEL PORCELANA ML 6,508 6,508 6,508 6,508 6,508 6,508 6,508 6,508TAPA REGISTRO 20X20 UN 14,683 14,683 14,683 14,683 14,683 14,683 14,683 14,683TAPA REGISTRO 6X6 UN 12,945 12,945 12,945 12,945 12,945 12,945 12,945 12,945DESTRONQUE Y PULIDO DE PLOMO BALDOSA GRANO DE MRMOL N.5 M2 14,234 14,234 14,234 14,234 14,234 14,234 14,234 14,234

    DESTRONQUE PULIDA DE PLOMO BALDOSA GRANO DE MRMOL FUNDIDO EN SITIO M2 16,516 16,516 16,516 16,516 16,516 16,516 16,516 16,516

    CERMICA PISO TRFICO 5, CALIDAD PRIMERA M2 47,290 47,124 46,912 47,000 47,087 47,448 46,956 47,140MEDIA CAA EN GRANITO ML 57,200 57,200 57,200 57,200 57,200 57,200 57,200 57,200PISO VINILICO EN ROLLO PARA CAMPOS DEPORTIVOS M2 26,224 26,224 26,224 26,224 26,224 26,224 26,224 26,22414.43

    14.38

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    14.42

    14.33

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    14.37

    14.28

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    14.17

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    14.24

    14.12

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    14.7

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    14.2

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    14

    14.1

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINPINTURA ACRLICA PARA PISOS M2 10,357 10,357 10,357 10,357 10,357 10,357 10,357 10,357PRADIZACIN EN GRAMA BERMUDA PARA CAMPOS DEPORTIVOS M2 11,792 11,792 11,792 11,792 11,792 11,792 11,792 11,792GRAMA SINTTICA PARA CAMPOS DEPORTIVOS M2 82,502 82,502 82,502 82,502 82,502 82,502 82,502 82,502

    CIELO RASO

    APLIQUE YESO ML 56,853 56,853 56,853 56,853 56,853 56,853 56,853 56,853ARMADURA MADERA Y MALLA M2 26,685 26,685 26,685 26,685 26,685 26,685 26,685 26,685CIELO RASO BOVEDAS DRYWALL (INCLUYE PINTURA) M2 51,630 51,630 51,630 51,630 51,630 51,630 51,630 51,630CIELO RASO DURACUSTIC M2 50,975 50,975 50,975 50,975 50,975 50,975 50,975 50,975CIELO RASO PLANO DRYWALL (INCLUYE PINTURA) M2 47,156 47,156 47,156 47,156 47,156 47,156 47,156 47,156CIELO RASO TRIPLEX (INCLUYE ESTRUCTURA DE APOYO) M2 66,968 66,968 66,968 66,968 66,968 66,968 66,968 66,968CORNISAS YESO ML 35,543 35,543 35,543 35,543 35,543 35,543 35,543 35,543LISTN M.H. PINO ROMERN (INCLUYE ESTRUCTURA DE APOYO) M2 74,470 74,470 74,470 74,470 74,470 74,470 74,470 74,470MALLA CON VENA M2 10,258 10,258 10,258 10,258 10,258 10,258 10,258 10,258

    EXCAVACIONES Y RELLENOS

    EXPLANACIN Y EXTENDIDA M3 4,120 4,120 4,120 4,120 4,120 4,120 4,120 4,120EXCAVACIONES VARIAS A MQUINA SIN CLASIFICAR (INCLUYE RETIRO DE

    SOBRANTES A UNA DISTANCIA MENOR DE 5 KM)M3 17,449 17,449 17,449 17,449 17,449 17,449 17,449 17,449

    EXCAVACIN MANUAL ZANJA EN TIERRA H=1.0 M M3 19,730 19,730 19,730 19,730 19,730 19,730 19,730 19,730EXCAVACIN MANUAL EN MATERIAL COMN H=0.0-2.0 M (INCLUYE

    RETIRO DE SOBRANTES A UNA DISTANCIA MENOR DE 5 KM)M3 34,829 34,829 34,829 34,829 34,829 34,829 34,829 34,829

    EXCAVACIN MANUAL EN CONGLOMERADO H=0.0-2.0 M (INCLUYE

    RETIRO DE SOBRANTES A UNA DISTANCIA MENOR DE 5 KM)M3 39,613 39,613 39,613 39,613 39,613 39,613 39,613 39,613

    EXCAVACIN MANUAL EN ROCA H=0.0-2.0 M (SECO SIN EXPLOSIVOS) M3 59,704 59,704 59,704 59,704 59,704 59,704 59,704 59,704RELLENO CON MATERIAL DEL SITIO COMPACTADO MECNICAMENTE M3 10,592 10,592 10,592 10,592 10,592 10,592 10,592 10,592RELLENO EN RECEBO COMN COMPACTADO MECNICAMENTE M3 54,872 41,498 60,901 76,423 44,085 66,514 43,231 65,220RELLENO GRAVILLA DE RO COMPACTADO MECNICAMENTE M3 84,162 60,367 52,022 54,091 62,369 93,472 69,677 70,645RELLENOS AGREGADO EN MATERIAL DE BASE COMPACATADO

    MECNICAMENTEM3 133,334 121,692 159,204 164,378 150,149 144,975 121,692 143,682

    AFRIMADO (NORMA INVIAS 311) M3 60,353 45,332 64,735 80,257 47,919 71,994 51,298 70,701SUBBASE GRANULAR (NORMA INVIAS 320) M3 124,426 112,785 150,296 155,470 141,242 136,068 115,372 134,774BASE GRANULAR (NORMA INVIAS 330) M3 133,975 122,333 159,845 165,019 150,790 145,616 122,333 144,323

    APARATOS SANITARIOS

    SUMINISTRO E INSTALACIN SANITARIO TANQUE (INCLUYE GRIFERA) UN 217,717 217,717 217,717 217,717 217,717 217,717 217,717 217,717SUMINISTRO E INSTALACIN SANITARIO FLUXMETRO (INCLUYE GRIFERA) UN 687,253 687,253 687,253 687,253 687,253 687,253 687,253 687,253SUMINISTRO E INSTALACIN SANITARIO INFANTIL (INCLUYE GRIFERA) UN 388,367 388,367 388,367 388,367 388,367 388,367 388,367 388,367SUMINISTRO E INSTALACIN LAVAMANOS COLGAR (INCLUYE GRIFERA) UN 124,795 124,795 124,795 124,795 124,795 124,795 124,795 124,795SUMINISTRO E INSTALACIN LAVAMANOS PEDESTAL (INCLUYE GRIFERA) UN 154,702 154,702 154,702 154,702 154,702 154,702 154,702 154,702

    SUMINISTRO E INSTALACIN LAVAMANOS DE EMPOTRAR(INCLUYE GRIFERA) UN 183,080 183,080 183,080 183,080 183,080 183,080 183,080 183,080

    SUMINISTRO E INSTALACIN ORINAL DE LLAVE (INCLUYE GRIFERA) UN 282,966 282,966 282,966 282,966 282,966 282,966 282,966 282,966SUMINISTRO E INSTALACIN ORINAL DE FLUXMETRO (INCLUYE GRIFERA) UN 743,234 743,234 743,234 743,234 743,234 743,234 743,234 743,234SUMINISTRO E INSTALACIN ORINAL INFANTIL (INCLUYE GRIFERA) UN 231,923 231,923 231,923 231,923 231,923 231,923 231,923 231,923SUMINISTRO E INSTALACIN DUCHA MEZCLADORA SIN SALIDA A BAERA UN 111,376 111,376 111,376 111,376 111,376 111,376 111,376 111,376SUMINISTRO E INSTALACIN DUCHA SENCILLA UN 63,174 63,174 63,174 63,174 63,174 63,174 63,174 63,174

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    14.44

    14.45

    14.46

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINSUMINISTRO E INSTALACIN LAVAPLATOS DE EMPOTRAR EN ACERO INOXIDABLE 45 X 49 cm (INCLUYE ACCESORIOS Y GRIFERA)

    UN 184,711 184,711 184,711 184,711 184,711 184,711 184,711 184,711

    SUMINISTRO E INSTALACIN LAVAPLATOS DE SOBREPONER EN ACERO INOXIDABLE

    120 X 60 cm (INCLUYE ACCESORIOS Y GRIFERA)UN 295,435 295,435 295,435 295,435 295,435 295,435 295,435 295,435

    PINTURAS

    IMPERMEABILIZACIN FACHADA EN SIKA TRANSPARENTE O SIMILAR M2 4,470 4,470 4,470 4,470 4,470 4,470 4,470 4,470ANTICORROSIVO SOBRE LMINA LINEAL ML 2,225 2,225 2,225 2,225 2,225 2,225 2,225 2,225ANTICORROSIVO SOBRE LMINA LLENA M2 8,397 8,397 8,397 8,397 8,397 8,397 8,397 8,397BARNIZ SOBRE MUEBLES M2 31,969 31,969 31,969 31,969 31,969 31,969 31,969 31,969CARBURO SOBRE PAETES M2 4,322 4,322 4,322 4,322 4,322 4,322 4,322 4,322COLORPLAST FACHADA SOBRE FACHADA M2 10,609 10,609 10,609 10,609 10,609 10,609 10,609 10,609DEMARCACIN CON MARMOLINA ML 2,691 2,691 2,691 2,691 2,691 2,691 2,691 2,691ESMALTE SOBRE LMINA LINEAL ML 1,932 1,932 1,932 1,932 1,932 1,932 1,932 1,932ESMALTE SOBRE LMINA LLENA M2 10,024 10,024 10,024 10,024 10,024 10,024 10,024 10,024ESMALTE SOBRE MADERA LINEAL ML 3,007 3,007 3,007 3,007 3,007 3,007 3,007 3,007ESMALTE SOBRE MADERA LLENA M2 11,130 11,130 11,130 11,130 11,130 11,130 11,130 11,130ESMALTE SOBRE MARCOS LMINA M2 3,936 3,936 3,936 3,936 3,936 3,936 3,936 3,936ESMALTE SOBRE MARCOS MADERA M2 4,692 4,692 4,692 4,692 4,692 4,692 4,692 4,692ESTUCO M2 5,876 5,876 5,876 5,876 5,876 5,876 5,876 5,876ESTUCO (LINEAL) ML 3,620 3,620 3,620 3,620 3,620 3,620 3,620 3,620ESTUCO Y VINILO 3 MANOS M2 12,271 12,271 12,271 12,271 12,271 12,271 12,271 12,271ESTUCO Y VINILO 3 MANOS (LINEAL) ML 7,567 7,567 7,567 7,567 7,567 7,567 7,567 7,567LACA PISOS MADERA M2 18,062 18,062 18,062 18,062 18,062 18,062 18,062 18,062LNEAS TRFICO 0.10 ML 2,079 2,079 2,079 2,079 2,079 2,079 2,079 2,079MARMOLINA SOBRE PAETE M2 8,771 8,771 8,771 8,771 8,771 8,771 8,771 8,771TINTILLA SOBRE MADERA LINEAL ML 2,557 2,557 2,557 2,557 2,557 2,557 2,557 2,557TINTILLA SOBRE MADERA LLENA M2 9,762 9,762 9,762 9,762 9,762 9,762 9,762 9,762VINILO SOBRE PAETE 2 MANOS M2 5,354 5,354 5,354 5,354 5,354 5,354 5,354 5,354VINILO SOBRE PAETE 2 MANOS (LINEAL) 3,378 3,378 3,378 3,378 3,378 3,378 3,378 3,378WASH-PRIMER SOBRE ALUMNIO M2 16,379 16,379 16,379 16,379 16,379 16,379 16,379 16,379PINTURA EPXICA M2 10,099 10,099 10,099 10,099 10,099 10,099 10,099 10,099PINTURA EPXICA (LINEAL) ML 6,199 6,199 6,199 6,199 6,199 6,199 6,199 6,199

    DOTACIONES DEPORTIVAS

    CANCHA MINIBALONCESTO Y/O MINIFTBOL (PAR) UN 3,734,912 3,734,912 3,734,912 3,734,912 3,734,912 3,734,912 3,734,912 3,734,912CANCHA MLTIPLE TUBO A.N. INCL.TABLERO ACRLICO CON RODACHINES Y

    CILINDRO PARA MOVILIZAR (PAR)UN 6,556,053 6,556,053 6,556,053 6,556,053 6,556,053 6,556,053 6,556,053 6,556,053

    CANCHA PARA MICROFTBOL (PAR) UN 1,966,696 1,966,696 1,966,696 1,966,696 1,966,696 1,966,696 1,966,696 1,966,696CANCHA PARA BALONCESTO CON RODACHINES Y CILINDRO (PAR) UN 5,511,973 5,511,973 5,511,973 5,511,973 5,511,973 5,511,973 5,511,973 5,511,973CANCHA PARA BALONCESTO DE ANCLAR AL PISO (PAR) UN 5,487,485 5,487,485 5,487,485 5,487,485 5,487,485 5,487,485 5,487,485 5,487,485DEMARCACIN CON PINTURA TIPO TRFICO E=0.10 M ML 2,079 2,079 2,079 2,079 2,079 2,079 2,079 2,079TABLERO PARA BALONCESTO EN ACRLICO 10 MM (PAR) UN 1,962,188 1,962,188 1,962,188 1,962,188 1,962,188 1,962,188 1,962,188 1,962,188MALLA NYLON PETROLIZADA VOLEIBOL UN 62,914 62,914 62,914 62,914 62,914 62,914 62,914 62,914SOPORTE MALLA VOLEIBOL CON TENSOR UN 1,106,547 1,106,336 1,106,205 1,106,250 1,106,335 1,106,664 1,106,332 1,106,406CERRAMIENTO CONTRA IMPACTO H=5.00M TIPO IDRD ML 564,810 559,403 556,430 557,415 559,505 567,578 559,888 561,349

    INSTALACIONES RED GASES

    19.10

    20

    19.5

    19.6

    19.7

    19.8

    19.9

    19

    19.1

    19.2

    19.3

    19.4

    18.24

    18.25

    18.26

    18.27

    18.19

    18.20

    18.21

    18.22

    18.23

    18.14

    18.15

    18.16

    18.17

    18.18

    18.9

    18.10

    18.11

    18.12

    18.13

    18.4

    18.5

    18.6

    18.7

    18.8

    18

    18.1

    18.2

    18.3

    17.12

    17.13

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINTUBERA COBRE 1/2" TIPO L (INCLUYE ACCESORIOS) ML 23,114 23,114 23,114 23,114 23,114 23,114 23,114 23,114TUBERA COBRE 3/4" TIPO L (INCLUYE ACCESORIOS) ML 34,227 34,227 34,227 34,227 34,227 34,227 34,227 34,227TUBERA COBRE 1" TIPO L (INCLUYE ACCESORIOS) ML 42,261 42,261 42,261 42,261 42,261 42,261 42,261 42,261TUBERA DE ACERO GALVANIZADO 1/2" SCH 40 (INCLUYE ACCESORIOS) ML 25,456 25,456 25,456 25,456 25,456 25,456 25,456 25,456TUBERA DE ACERO GALVANIZADO 3/4" SCH 40 (INCLUYE ACCESORIOS) ML 29,093 29,093 29,093 29,093 29,093 29,093 29,093 29,093TUBERA DE ACERO GALVANIZADO 1" SCH 40 (INCLUYE ACCESORIOS) ML 42,594 42,594 42,594 42,594 42,594 42,594 42,594 42,594TUBERA DE POLIETILENO 1/2" (INCLUYE ACCESORIOS) ML 19,757 19,757 19,757 19,757 19,757 19,757 19,757 19,757TUBERA DE POLIETILENO 3/4" (INCLUYE ACCESORIOS) ML 20,836 20,836 20,836 20,836 20,836 20,836 20,836 20,836TUBERA DE POLIETILENO 1" (INCLUYE ACCESORIOS) ML 25,781 25,781 25,781 25,781 25,781 25,781 25,781 25,781VLVULA DE BOLA GAS 1/2" UN 11,682 11,682 11,682 11,682 11,682 11,682 11,682 11,682VLVULA DE BOLA GAS 3/4" UN 18,221 18,221 18,221 18,221 18,221 18,221 18,221 18,221VLVULA DE BOLA GAS 1" UN 27,277 27,277 27,277 27,277 27,277 27,277 27,277 27,277VLVULA POLIETILENO GAS 1/2" UN 162,159 162,159 162,159 162,159 162,159 162,159 162,159 162,159VLVULA POLIETILENO GAS 3/4" UN 166,777 166,777 166,777 166,777 166,777 166,777 166,777 166,777VLVULA POLIETILENO GAS 1" UN 270,197 270,197 270,197 270,197 270,197 270,197 270,197 270,197ACOMETIDA GAS 1/2" ML 223,283 223,283 223,283 223,283 223,283 223,283 223,283 223,283

    INSTALACIONES RED VOZ Y DATOS

    SENSOR DE HUMO FOTOELCTRICO UN 98,593 98,593 98,593 98,593 98,593 98,593 98,593 98,593CABLE DETECTOR LINEAL DE CALOR ML 24,565 24,565 24,565 24,565 24,565 24,565 24,565 24,565SIRENA DE 110 V UN 69,716 69,716 69,716 69,716 69,716 69,716 69,716 69,716CMARA CCTV UN 203,712 203,712 203,712 203,712 203,712 203,712 203,712 203,712PARLANTE-CIELO FALSO UN 39,782 39,782 39,782 39,782 39,782 39,782 39,782 39,782AMPLIFICADOR 100W UN 428,733 428,733 428,733 428,733 428,733 428,733 428,733 428,733AMPLIFICADOR 300W UN 1,061,962 1,061,962 1,061,962 1,061,962 1,061,962 1,061,962 1,061,962 1,061,962ACOMETIDA CABLE RG-6 PARA MICRFONO ML 32,734 32,734 32,734 32,734 32,734 32,734 32,734 32,734MICRFONO PG 48LC (INCLUYE BASE) UN 169,786 169,786 169,786 169,786 169,786 169,786 169,786 169,786TOMA PARA MICRFONO UN 33,737 33,737 33,737 33,737 33,737 33,737 33,737 33,737CABLE BLINDADO STEREO PARA MICRFONO ML 2,603 2,603 2,603 2,603 2,603 2,603 2,603 2,603SPLITERS UN 4,191 4,191 4,191 4,191 4,191 4,191 4,191 4,191TUBERA CONDUIT EMT GALVANIZADA 1/2". ML 14,181 14,181 14,181 14,181 14,181 14,181 14,181 14,181TUBERA CONDUIT EMT GALVANIZADA 3/4". ML 18,657 18,657 18,657 18,657 18,657 18,657 18,657 18,657TUBERA CONDUIT EMT GALVANIZADA 1". ML 25,677 25,677 25,677 25,677 25,677 25,677 25,677 25,677BANDEJA PORTACABLE ACERO GALVANIZADO 30x80 ML 94,762 94,762 94,762 94,762 94,762 94,762 94,762 94,762TAPA PARA BANDEJA PORTACABLE ACERO GALVANIZADO 30X120 ML 24,919 24,919 24,919 24,919 24,919 24,919 24,919 24,919BANDEJA PORTACABLES PARA RACK UN 81,610 81,610 81,610 81,610 81,610 81,610 81,610 81,610RACK 2' X 24" UN 131,005 131,005 131,005 131,005 131,005 131,005 131,005 131,005RACK 3' X 24" UN 159,256 159,256 159,256 159,256 159,256 159,256 159,256 159,256RACK 5' X 24" UN 251,379 251,379 251,379 251,379 251,379 251,379 251,379 251,379RACK 7' X 24" UN 325,268 325,268 325,268 325,268 325,268 325,268 325,268 325,268PATCH PANEL 48 PUERTOS CATEGORA 6A UN 369,519 369,519 369,519 369,519 369,519 369,519 369,519 369,519PATCH PANEL 24 PUERTOS CATEGORA 6A UN 221,804 221,804 221,804 221,804 221,804 221,804 221,804 221,804SALIDA DE DATOS COMPLETA (INCLUYE FACE PLATE Y MARCACIN) UN 53,516 53,516 53,516 53,516 53,516 53,516 53,516 53,516PATCH CORD 2M CATEGORA 6A UN 5,554 5,554 5,554 5,554 5,554 5,554 5,554 5,554PATCH CORD 5M CATEGORA 6A UN 14,105 14,105 14,105 14,105 14,105 14,105 14,105 14,105CABLE UTP CATEGORA 6A ML 2,597 2,597 2,597 2,597 2,597 2,597 2,597 2,597CANALETA METLICA 4X6 CMS ML 26,056 26,056 26,056 26,056 26,056 26,056 26,056 26,056

    21.27

    21.28

    21.29

    21.25

    21.26

    21.20

    21.21

    21.22

    21.23

    21.24

    21.15

    21.16

    21.17

    21.18

    21.19

    21.10

    21.11

    21.12

    21.13

    21.14

    21.5

    21.6

    21.7

    21.8

    21.9

    21.1

    21.1

    21.2

    21.3

    21.4

    20.13

    20.14

    20.15

    20.16

    20.8

    20.9

    20.10

    20.11

    20.12

    20.3

    20.4

    20.5

    20.6

    20.7

    20.1

    20.2

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINCANALETA METLICA 4X10 CMS ML 27,196 27,196 27,196 27,196 27,196 27,196 27,196 27,196CANALETA METLICA 6X10 CMS ML 27,766 27,766 27,766 27,766 27,766 27,766 27,766 27,766CANALETA PLSTICA 13X7 MM ML 15,448 15,448 15,448 15,448 15,448 15,448 15,448 15,448CANALETA PLSTICA 20X12 MM ML 17,288 17,288 17,288 17,288 17,288 17,288 17,288 17,288CANALETA PLSTICA 32X12 MM ML 17,217 17,217 17,217 17,217 17,217 17,217 17,217 17,217CANALETA PLSTICA 40X60 MM ML 27,561 27,561 27,561 27,561 27,561 27,561 27,561 27,561SWITCH 10/100/1000 24 PUERTOS UN 372,230 372,230 372,230 372,230 372,230 372,230 372,230 372,230SWITCH 10/100/1000 16 PUERTOS UN 235,436 235,436 235,436 235,436 235,436 235,436 235,436 235,436SWITCH 10/100/1000 8 PUERTOS UN 62,786 62,786 62,786 62,786 62,786 62,786 62,786 62,786CABLE TELEFNICO 2 PARES ML 1,354 1,354 1,354 1,354 1,354 1,354 1,354 1,354CABLE TELEFNICO 10 PARES ML 6,559 6,559 6,559 6,559 6,559 6,559 6,559 6,559CABLE TELEFNICO 20 PARES ML 8,780 8,780 8,780 8,780 8,780 8,780 8,780 8,780CABLE TELEFNICO 40 PARES ML 12,236 12,236 12,236 12,236 12,236 12,236 12,236 12,236CABLE TELEVISIN RG6 ML 1,666 1,666 1,666 1,666 1,666 1,666 1,666 1,666ACOMETIDA TELEFNICA 1/2" ML 16,024 16,024 16,024 16,024 16,024 16,024 16,024 16,024ACOMETIDA TELEFNICA 1" ML 24,620 24,620 24,620 24,620 24,620 24,620 24,620 24,620ACOMETIDA TELEVISIN 1" RG6" ML 13,219 13,219 13,219 13,219 13,219 13,219 13,219 13,219CABLE DE FIBRA PTICA 50/125 MULTIMODO (INCLUYE CERTIFICACIN) ML 10,781 10,781 10,781 10,781 10,781 10,781 10,781 10,781BANDEJA PARA FIBRA PTICA HASTA 24 HILOS UN 481,953 481,953 481,953 481,953 481,953 481,953 481,953 481,953

    21.43

    21.44

    21.45

    21.46

    21.47

    21.48

    21.34

    21.35

    21.36

    21.37

    21.38

    21.39

    21.40

    21.41

    21.42

    21.30

    21.31

    21.32

    21.33

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINACUEDUCTO

    CODO 45 PVC UNIN MECNICA 2" UN 19,541 19,541 19,541 19,541 19,541 19,541 19,541 19,541CODO 45 PVC UNIN MECNICA 4" UN 64,957 64,957 64,957 64,957 64,957 64,957 64,957 64,957CODO 45 PVC UNIN MECNICA 8" UN 364,285 364,285 364,285 364,285 364,285 364,285 364,285 364,285CODO 45 PVC UNIN MECNICA 10" UN 777,396 777,396 777,396 777,396 777,396 777,396 777,396 777,396CODO 90 PVC UNIN MECNICA 4" UN 89,351 89,351 89,351 89,351 89,351 89,351 89,351 89,351CODO 90 PVC UNIN MECNICA 8" UN 542,543 542,543 542,543 542,543 542,543 542,543 542,543 542,543CODO 90 PVC UNIN MECNICA 10" UN 1,166,602 1,166,602 1,166,602 1,166,602 1,166,602 1,166,602 1,166,602 1,166,602COLLAR DE DERIVACIN PVC UNIN MECNICA 2" X 1/2" UN 9,643 9,643 9,643 9,643 9,643 9,643 9,643 9,643COLLAR DE DERIVACIN PVC UNIN MECNICA 2 1/2" X 1/2" UN 11,811 11,811 11,811 11,811 11,811 11,811 11,811 11,811COLLAR DE DERIVACIN PVC UNIN MECNICA 3" X 1/2" UN 14,755 14,755 14,755 14,755 14,755 14,755 14,755 14,755COLLAR DE DERIVACIN PVC UNIN MECNICA 4" X 1/2" UN 16,103 16,103 16,103 16,103 16,103 16,103 16,103 16,103COLLAR DE DERIVACIN PVC UNIN MECNICA 6" X 1/2" UN 19,241 19,241 19,241 19,241 19,241 19,241 19,241 19,241COLLAR DE DERIVACIN PVC UNIN MECNICA 6" X 2" UN 19,241 19,241 19,241 19,241 19,241 19,241 19,241 19,241TAPN PVC UNIN MECNICA 3" UN 76,262 76,262 76,262 76,262 76,262 76,262 76,262 76,262TAPN PVC UNIN MECNICA 4" UN 88,373 88,373 88,373 88,373 88,373 88,373 88,373 88,373TAPN PVC UNIN MECNICA 8" UN 273,278 273,278 273,278 273,278 273,278 273,278 273,278 273,278TEE PVC UNIN MECNICA 2" UN 102,555 102,555 102,555 102,555 102,555 102,555 102,555 102,555TEE PVC UNIN MECNICA 4" UN 169,047 169,047 169,047 169,047 169,047 169,047 169,047 169,047TEE PVC UNIN MECNICA 8" UN 747,129 747,129 747,129 747,129 747,129 747,129 747,129 747,129TEE PVC UNIN MECNICA 10" UN 860,635 860,635 860,635 860,635 860,635 860,635 860,635 860,635TUBERA PVC UNIN MECNICA RDE 21 2" ML 10,010 10,010 10,010 10,010 10,010 10,010 10,010 10,010TUBERA PVC UNIN MECNICA RDE 26 2" ML 8,879 8,879 8,879 8,879 8,879 8,879 8,879 8,879TUBERA PVC UNIN MECNICA RDE 26 4" ML 21,011 21,011 21,011 21,011 21,011 21,011 21,011 21,011TUBERA PVC UNIN MECNICA RDE 26 8" ML 84,399 84,399 84,399 84,399 84,399 84,399 84,399 84,399TUBERA PVC UNIN MECNICA RDE 26 10" ML 125,016 125,016 125,016 125,016 125,016 125,016 125,016 125,016TUBERA PVC UNIN MECNICA RDE 32.5 4" ML 20,759 20,759 20,759 20,759 20,759 20,759 20,759 20,759TUBERA PVC UNIN MECNICA RDE 32.5 8" ML 70,974 70,974 70,974 70,974 70,974 70,974 70,974 70,974TUBERA PVC UNIN MECNICA RDE 32.5 10" ML 104,518 104,518 104,518 104,518 104,518 104,518 104,518 104,518UNIN RPIDA DE CONSTRUCCIN PVC 2 1/2" UN 21,722 21,722 21,722 21,722 21,722 21,722 21,722 21,722UNIN RPIDA DE CONSTRUCCIN PVC 4" UN 44,646 44,646 44,646 44,646 44,646 44,646 44,646 44,646UNIN RPIDA DE CONSTRUCCIN PVC 8" UN 178,971 178,971 178,971 178,971 178,971 178,971 178,971 178,971UNIN REPARACION PVC 4" UN 52,033 52,033 52,033 52,033 52,033 52,033 52,033 52,033UNIN REPARACIN PVC 8" UN 208,098 208,098 208,098 208,098 208,098 208,098 208,098 208,098UNIN REPARACIN UNIN Z PVC 6" UN 125,767 125,767 125,767 125,767 125,767 125,767 125,767 125,767UNIN REPARACIN UNIN Z PVC 10" UN 355,176 355,176 355,176 355,176 355,176 355,176 355,176 355,176VLVULA COMPUERTA ELSTICA 6" UN 1,046,888 1,046,888 1,046,888 1,046,888 1,046,888 1,046,888 1,046,888 1,046,888VLVULA COMPUERTA ELSTICA 8" UN 1,546,849 1,546,849 1,546,849 1,546,849 1,546,849 1,546,849 1,546,849 1,546,849

    ALCANTARILLADO - EXCAVACIONES

    ENTIBADO TIPO 1 (1/7 UTILIZACIONES) M2 8,084 8,084 8,084 8,084 8,084 8,084 8,084 8,084ENTIBADO TIPO 2 (1/7 UTILIZACIONES) M2 18,575 18,575 18,575 18,575 18,575 18,575 18,575 18,575RELLENO CON MATERIAL DE EXCAVACIN M3 10,592 10,592 10,592 10,592 10,592 10,592 10,592 10,592RELLENO TIPO 1 "GRAVILLA" M3 73,191 50,477 42,512 44,487 52,388 82,078 59,364 60,288RELLENO TIPO 2 "RECEBO" M3 51,693 38,318 57,721 73,243 40,905 63,334 40,051 62,041RELLENO TIPO 4 "SUBBASE B-200" M3 61,573 46,552 65,955 81,477 49,139 73,214 52,518 71,921

    URBANISMO

    1.37

    2

    2.1

    2.2

    2.3

    2.4

    2.5

    2.6

    1.28

    1.29

    1.30

    1.31

    1.32

    1.33

    1.34

    1.35

    1.36

    1.19

    1.20

    1.21

    1.22

    1.23

    1.24

    1.25

    1.26

    1.27

    1.10

    1.11

    1.12

    1.13

    1.14

    1.15

    1.16

    1.17

    1.18

    1.1

    1.2

    1.3

    1.4

    1.5

    1.6

    1.7

    1.8

    1.9

    1

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINRELLENO TIPO 5 "TRITURADO GRUESO" M3 64,012 54,788 41,810 43,860 46,934 73,235 56,838 55,133RELLENO TIPO 6 "RAJN-PIEDRA" M3 57,364 47,961 32,500 39,813 42,947 66,767 50,051 51,305RELLENO TIPO 7 "ARENA DE PEA" M3 65,384 55,457 42,780 48,042 53,281 74,833 45,411 56,414

    ALCANTARILLADO - TUBERA

    CODO 45 PVC ALCANTARILLADO 8" UN 81,273 81,273 81,273 81,273 81,273 81,273 81,273 81,273CODO 45 PVC ALCANTARILLADO 16" UN 847,029 847,029 847,029 847,029 847,029 847,029 847,029 847,029CODO 90 PVC ALCANTARILLADO 8" UN 106,210 106,210 106,210 106,210 106,210 106,210 106,210 106,210CODO 90 PVC ALCANTARILLADO 16" UN 980,743 980,743 980,743 980,743 980,743 980,743 980,743 980,743CODO 90 PVC ALCANTARILLADO 24" UN 683,376 683,376 683,376 683,376 683,376 683,376 683,376 683,376SILLA TEE PVC ALCANTARILLADO 10 X 4" UN 58,005 58,005 58,005 58,005 58,005 58,005 58,005 58,005SILLA TEE PVC ALCANTARILLADO 10 X 6" UN 80,992 80,992 80,992 80,992 80,992 80,992 80,992 80,992SILLA TEE PVC ALCANTARILLADO 16 X 4" UN 190,891 190,891 190,891 190,891 190,891 190,891 190,891 190,891SILLA TEE PVC ALCANTARILLADO 16 X 6" UN 190,889 190,889 190,889 190,889 190,889 190,889 190,889 190,889SILLA TEE PVC ALCANTARILLADO 20 X 6" UN 306,392 306,392 306,392 306,392 306,392 306,392 306,392 306,392SILLA YEE PVC ALCANTARILLADO 10 X 4" UN 80,993 80,993 80,993 80,993 80,993 80,993 80,993 80,993SILLA YEE PVC ALCANTARILLADO 10 X 6" UN 80,992 80,992 80,992 80,992 80,992 80,992 80,992 80,992SILLA YEE PVC ALCANTARILLADO 16 X 4" UN 190,891 190,891 190,891 190,891 190,891 190,891 190,891 190,891SILLA YEE PVC ALCANTARILLADO 16 X 6" UN 190,891 190,891 190,891 190,891 190,891 190,891 190,891 190,891SILLA YEE PVC ALCANTARILLADO 20 X 6" UN 306,393 306,393 306,393 306,393 306,393 306,393 306,393 306,393TUBERA CONCRETO CLASE II REFORZADO 24" ML 281,814 281,814 281,814 281,814 281,814 281,814 281,814 281,814TUBERA CONCRETO CLASE II REFORZADO 30" ML 451,887 451,887 451,887 451,887 451,887 451,887 451,887 451,887TUBERA CONCRETO CLASE II REFORZADO 44" ML 721,744 721,744 721,744 721,744 721,744 721,744 721,744 721,744TUBERA CONCRETO CLASE II SIN REFUERZO 10" ML 45,086 45,086 45,086 45,086 45,086 45,086 45,086 45,086TUBERA CONCRETO CLASE II SIN REFUERZO 24" ML 237,573 237,573 237,573 237,573 237,573 237,573 237,573 237,573TUBERA CONCRETO CLASE III REFORZADO 24" ML 258,154 258,154 258,154 258,154 258,154 258,154 258,154 258,154TUBERA CONCRETO CLASE III REFORZADO 44" ML 756,584 756,584 756,584 756,584 756,584 756,584 756,584 756,584TUBERA CONCRETO CLASE I SIN REFUERZO 10" ML 42,510 42,408 42,277 42,331 42,385 42,608 42,304 42,418TUBERA CONCRETO CLASE I SIN REFUERZO 24" ML 215,831 215,831 215,831 215,831 215,831 215,831 215,831 215,831TUBERA PVC ALCANTARILLADO 8" ML 35,589 35,589 35,589 35,589 35,589 35,589 35,589 35,589TUBERA PVC ALCANTARILLADO 10" ML 50,236 50,236 50,236 50,236 50,236 50,236 50,236 50,236TUBERA PVC ALCANTARILLADO 12" ML 72,392 72,392 72,392 72,392 72,392 72,392 72,392 72,392TUBERA PVC ALCANTARILLADO 16" ML 111,043 111,043 111,043 111,043 111,043 111,043 111,043 111,043TUBERA PVC ALCANTARILLADO REFORZADO 20" ML 178,249 178,249 178,249 178,249 178,249 178,249 178,249 178,249TUBERA PVC ALCANTARILLADO REFORZADO 24" ML 261,849 261,849 261,849 261,849 261,849 261,849 261,849 261,849TUBERA PVC ALCANTARILLADO REFORZADO 27" ML 330,460 330,460 330,460 330,460 330,460 330,460 330,460 330,460TUBERA PVC ALCANTARILLADO REFORZADO 33" ML 434,133 434,133 434,133 434,133 434,133 434,133 434,133 434,133TUBERA PVC ALCANTARILLADO REFORZADO 36" ML 595,410 595,410 595,410 595,410 595,410 595,410 595,410 595,410

    ALCANTARILLADO - SUMIDEROS Y POZOS

    PLACA DE FONDO POZO D=1.7M, E=0.25M (CONCRETO 3000 PSI CON REFUERZO) UN 512,955 499,977 492,843 495,207 500,223 519,597 501,142 504,648

    CILINDRO POZO EN LADRILLO TOLETE, Di=1.20M, E=0.25M (INC. PAETE INTERNO

    E=1.5CM Y CAUELA)ML 496,255 490,968 484,215 487,018 489,808 501,287 485,617 491,477

    CUBIERTA POZO D= 1.7M, E=0.20M C0NCRETO 3000 PSI CON REFUERZO (INCLUYE

    ARO Y TAPA HF)UN 508,085 499,433 494,676 496,253 499,597 512,513 500,209 502,546

    PLACA DE FONDO POZO D=1.96M, E=0.25M (CONCRETO 3000 PSI CON REFUERZO) UN 609,570 593,348 584,429 587,385 593,655 617,873 594,803 599,186

    3.32

    3.33

    4

    4.1

    4.2

    4.3

    4.4

    3.23

    3.24

    3.25

    3.26

    3.27

    3.28

    3.29

    3.30

    3.31

    3.14

    3.15

    3.16

    3.17

    3.18

    3.19

    3.20

    3.21

    3.22

    3.5

    3.6

    3.7

    3.8

    3.9

    3.10

    3.11

    3.12

    3.13

    2.7

    2.8

    2.9

    3

    3.1

    3.2

    3.3

    3.4

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINCILINDRO POZO EN LADRILLO TOLETE, Di=1.20M, E=0.38M (INC. PAETE INTERNO E=1.5CM Y CAUELA)

    ML 703,307 695,862 686,354 690,301 694,230 710,394 688,327 696,580

    CUBIERTA POZO D= 1.96M, E=0.20M C0NCRETO 3000 PSI CON REFUERZO (INCLUYE

    ARO Y TAPA HF)UN 593,300 581,404 574,864 577,031 581,629 599,389 582,471 585,685

    SUMIDERO EN LADRILLO SL-100 UN 725,308 720,399 716,335 717,881 720,043 728,647 718,769 721,671SUMIDERO EN LADRILLO SL-250 UN 1,068,616 1,052,770 1,041,664 1,045,695 1,052,284 1,078,177 1,050,559 1,057,605SUMIDERO FUNDIDO EN SITIO REFORZADO SL-100 UN 1,509,962 1,476,557 1,457,293 1,463,809 1,476,895 1,527,601 1,478,191 1,488,252SUMIDERO FUNDIDO EN SITIO SL-250 UN 2,036,048 1,980,521 1,948,498 1,959,330 1,981,083 2,065,368 1,983,235 1,999,960SUMIDERO PREFABRICADO SL-100 UN 960,039 960,039 960,039 960,039 960,039 960,039 960,039 960,039SUMIDERO PREFABRICADO SL-250 UN 2,247,899 2,247,899 2,247,899 2,247,899 2,247,899 2,247,899 2,247,899 2,247,899NIVELACIN DE POZOS DE INSPECCIN Di=1.20M, E=0.25M, H=0,21M(INCLUYE

    PAETE INTERNO Y DEMOLICIN)UN 101,762 101,546 101,270 101,385 101,498 101,967 101,327 101,567

    ANDENES Y SARDINELES

    ADOQUN DE ARCILLA 20X10X6CM M2 43,472 42,937 42,255 42,538 42,820 43,981 42,396 42,989ADOQUN DE ARCILLA 20X10X8CM M2 50,232 49,697 49,015 49,298 49,580 50,741 49,156 49,749ANDN CONCRETO 2500 PSI EN SITIO E=0.1M M2 43,934 41,778 40,441 40,906 41,769 45,129 41,741 42,499ANDN CONCRETO 3000 PSI EN SITIO E=0.1M M2 47,780 45,508 44,260 44,674 45,551 48,942 45,712 46,326ANDN CONCRETO 3500 PSI EN SITIO E=0.1M M2 48,386 46,250 45,016 45,434 46,271 49,515 46,352 46,997BORDE SEPARADOR VERDE A-170 ML 194,197 193,981 193,705 193,820 193,933 194,402 193,762 194,002BORDILLO DE 8X15 CM FUNDIDO EN CONCRETO DE 2500 PSI ML 14,253 13,995 13,834 13,890 13,994 14,397 13,990 14,081BORDILLO DE 20X35 CM FUNDIDO EN CONCRETO DE 2500 PSI ML 31,554 30,035 29,092 29,421 30,029 32,397 30,009 30,543CAUELA PREFABRICADA TIPO A-120 ML 63,749 63,634 63,486 63,548 63,608 63,859 63,517 63,645CONTENEDOR DE RACES TIPO A B-20 UN 433,847 429,634 426,257 427,532 429,366 436,645 428,406 430,766LOSETA PREFABRICADA A-40 M2 45,966 45,472 44,841 45,103 45,364 46,436 44,972 45,519LOSETA PREFABRICADA A-60 M2 65,921 65,427 64,796 65,058 65,318 66,391 64,927 65,474SARDINEL FUNDIDO IN-SITU H=0.2M, E=0.2M,CONCRETO DE 3000 PSI ML 26,210 25,302 24,802 24,968 25,319 26,675 25,383 25,628SARDINEL FUNDIDO IN-SITU H=0.4 M, E=0.2M,CONCRETO 3000 PSI ML 42,390 40,552 39,541 39,876 40,587 43,331 40,717 41,214SARDINEL PREFABRICADO A-10 ML 80,391 78,484 84,108 84,965 82,837 82,291 78,368 81,878TABLETA PREFABRICADA A-20 (20X20CM ) M2 44,428 44,129 43,748 43,906 44,064 44,713 43,827 44,158

    MOBILIARIO URBANO

    BANCA EN CONCRETO M-40 UN 112,734 111,652 111,057 111,255 111,673 113,287 111,749 112,041BANCA EN CONCRETO M-30 UN 475,577 474,063 473,231 473,507 474,092 476,352 474,199 474,608BOLARDO M-63 ALTO/HIERRO UN 172,532 172,310 172,184 172,226 172,313 172,648 172,324 172,388BOLARDO M-60 CONCRETO UN 109,315 108,017 107,304 107,540 108,042 109,979 108,134 108,484BOLARDO M-61 BAJO/CONCRETO UN 110,737 109,440 108,726 108,963 109,464 111,402 109,556 109,907BOLARDO M-62 BAJO/HIERRO UN 153,839 152,507 151,749 152,004 152,524 154,537 152,588 152,977BORDE CONTENEDOR DE RAICES A-70 ML 45,742 45,332 44,810 45,027 45,243 46,131 44,918 45,372BORDILLO PREFABRICADO A-80 ML 51,921 51,463 50,878 51,121 51,363 52,358 51,000 51,507CANECA M-120 UN 239,603 239,501 239,370 239,424 239,478 239,701 239,397 239,511CANECA EN ACERO INOXIDABLE TIPO BARCELONA UN 626,543 625,894 625,537 625,655 625,906 626,875 625,952 626,127HIDRANTE EXTREMO BRIDA D=4" TIPO POSTE UN 2,388,983 2,388,550 2,388,312 2,388,391 2,388,558 2,389,204 2,388,589 2,388,706HIDRANTE EXTREMO BRIDA D=4" TIPO TRFICO UN 2,813,757 2,813,324 2,813,086 2,813,165 2,813,332 2,813,978 2,813,363 2,813,480CICLOPARQUEADERO M100 TIPO 1 UN 392,883 392,439 392,187 392,272 392,445 393,116 392,466 392,596CICLOPARQUEADERO M101 TIPO 2 UN 520,267 518,490 517,480 517,820 518,513 521,197 518,599 519,118BANCA EN MADERA M-50 UN 356,273 356,273 356,273 356,273 356,273 356,273 356,273 356,273PROTECTOR DE RBOL DE 2 TUBOS M-91 UN 179,793 179,144 178,787 178,905 179,156 180,125 179,202 179,377

    6.9

    6.10

    6.11

    6.12

    6.13

    6.14

    6.15

    6.16

    6

    6.1

    6.2

    6.3

    6.4

    6.5

    6.6

    6.7

    6.8

    5.9

    5.10

    5.11

    5.12

    5.13

    5.14

    5.15

    5.16

    5

    5.1

    5.2

    5.3

    5.4

    5.5

    5.6

    5.7

    5.8

    4.6

    4.7

    4.8

    4.9

    4.10

    4.11

    4.12

    4.13

    4.5

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCINPROTECTOR DE RBOL CIRCULAR M-90 UN 427,971 427,715 427,388 427,524 427,659 428,214 427,456 427,739POSTE HISTRICO M-131 UN 3,603,940 3,600,695 3,598,912 3,599,503 3,600,757 3,605,600 3,600,986 3,601,863

    SEALIZACIN

    LNEAS DE DEMARCACIN CON PINTURA EN FRO ML 1,447 1,447 1,447 1,447 1,447 1,447 1,447 1,447MARCA VIAL CON PINTURA EN FRO M2 14,614 14,614 14,614 14,614 14,614 14,614 14,614 14,614SEAL DOBLE DE CICLORUTA UN 365,348 365,241 365,103 365,160 365,217 365,451 365,131 365,251SEALES DE TRNSITO INFORMATIVAS (1.4 X 0.95 M) UN 421,574 420,685 420,180 420,350 420,696 422,038 420,739 420,999SEAL VERTICAL GRUPO I 0.60x0.60M POSTE 3.5M UN 245,211 245,104 244,966 245,023 245,080 245,314 244,994 245,114SEAL DE TRNSITO GRUPO I 0.75X0.75M, POSTE 3.5M UN 288,697 288,590 288,452 288,509 288,566 288,800 288,480 288,600SEAL DE TRNSITO GRUPO I 0.90X0.90M, POSTE 3.5M UN 396,466 396,359 396,221 396,278 396,335 396,569 396,249 396,369TACHAS REFLECTIVAS UN 10,303 10,303 10,303 10,303 10,303 10,303 10,303 10,303SUMINISTRO E INSTALACIN DE ESTOPEROLES DE 10x3.0 CM UN 10,873 10,873 10,873 10,873 10,873 10,873 10,873 10,873

    TACHON EN CONCRETO L = 0,4 X HI = 0,15 X HS = 0.08 M (INCLUYE SUMINISTRO E

    INSTALACIN)UN 42,073 42,073 42,073 42,073 42,073 42,073 42,073 42,073

    7.7

    7.8

    7.9

    7.10

    6.18

    7

    7.1

    7.2

    7.3

    7.4

    7.5

    7.6

    6.17

  • DESCRIPCIN UNIDAD Agua_de_Dios Girardot Guataqu Jerusaln Nario Nilo Ricaurte TocaimaTEM

    GOBERNACIN DE CUNDINAMARCA

    LISTA DE PRECIOS CONSTRUCCIN, URBANISMO Y VAS (2013)

    PROVINCIA: ALTO MAGDALENAESTOS PRECIOS CONTEMPLAN SUMINISTRO, INSTALACIN Y TRANSPORTE

    CONSTRUCCIN1 NORMA INV PRELIMILARES

    1.1 201 PDEMOLICIN CONCRETO ESTRUCTURAL (INCLUYE CARGUE Y RETIRO DE SOBRANTES

    A UNA DISTANCIA DE 5KM)M3 102,085 102,085 102,085 102,085 102,085 102,085 102,085 102,085

    1.2 201 PDEMOLICIN CONCRETO SIMPLE (INCLUYE CARGUE Y RETIRO DE SOBRANTES A

    UNA DISTANCIA DE 5KM)M3 33,343 33,343 33,343 33,343 33,343 33,343 33,343 33,343

    1.3 200.1DESMONTE Y LIMPIEZA EN BOSQUE (INCLUYE CARGUE Y RETIRO DE SOBRANTES A

    UNA DISTANCIA DE 5KM)HA 1,929,731 1,929,731 1,929,731 1,929,731 1,929,731 1,929,731 1,929,731 1,929,731

    1.4 200.2DESMONTE Y LIMPIEZA EN ZONA NO BOSCOSA (INCLUYE CARGUE Y RETIRO DE

    SOBRANTES A UNA DISTANCIA DE 5KM)HA 659,656 659,656 659,656 659,656 659,656 659,656 659,656 659,656

    1.5 201.7DEMOLICIN DE ESTRUCTURAS (INCLUYE CARGUE Y RETIRO DE SOBRANTES A UNA

    DISTANCIA DE 5KM)M3 56,744 56,744 56,744 56,744 56,744 56,744 56,744 56,744

    1.6 ***TRANSPORTE DE MATERIALES PROV. DE EXLANACIN, CANALES, PRESTAMOS,

    SOBREACARREOS Y DERRUMBESM3-KM 995 995 995 995 995 995 995 995

    2 NORMA INV EXPLANACIN Y EXCAVACIONES

    2.1 210.1.1 EXCAVACIN SIN CLASIFICAR DE LA EXPLANACIN, CANALES Y PRSTAMOS M3 7,472 7,472 7,472 7,472 7,472 7,472 7,472 7,472

    2.2 210.2.1 EXCAVACIN EN ROCA DE LA EXPLANACIN, CANALES Y PRSTAMOS M3 28,702 28,702 28,702 28,702 28,702 28,702 28,702 28,702

    2.3 210.2.2 EXCAVACIN EN MATERIAL COMN DE LA EXPLANACIN, CANALES Y PRSTAMOS M3 6,753 6,753 6,753 6,753 6,753 6,753 6,753 6,753

    2.4 220.1 TERRAPLENES M3 10,975 10,975 10,975 10,975 10,975 10,975 10,975 10,975

    2.5 221.1 PEDRAPLN COMPACTO M3 9,440 9,440 9,440 9,440 9,440 9,440 9,440 9,440

    2.6 221.2 PEDRAPLN SUELTO M3 5,505 5,505 5,505 5,505 5,505 5,505 5,505 5,505

    2.7 230.1 MEJORAMIENTO DE LA SUBRASANTE INVOLUCRANDO EL SUELO EXISTENTE M2 341 341 341 341 341 341 341 341

    2.8 230.2MEJORAMIENTO DE LA SUBRASANTE INVOLUCRANDO NICAMENTE

    MATERIAL ADICIONADOM3 9,096 9,096 9,096 9,096 9,096 9,096 9,096 9,096

    2.9 600.1EXCAVACIONES VARIAS SIN CLASIFICAR (INCLUYE RETIRO DE SOBRANTES A UNA

    DISTANCIA MENOR DE 5 KM)M3 17,449 17,449 17,449 17,449 17,449 17,449 17,449 17,449

    2.10 600.2EXCAVACIONES VARIAS EN ROCA EN SECO (INCLUYE RETIRO DE SOBRANTES A UNA

    DISTANCIA MENOR DE 5 KM)M3 47,156 47,156 47,156 47,156 47,156 47,156 47,156 47,156

    2.11 600.3EXCAVACIONES VARIAS EN ROCA BAJO AGUA (INCLUYE RETIRO DE SOBRANTES A

    UNA DISTANCIA MENOR DE 5 KM)M3 58,302 58,302 58,302 58,302 58,302 58,302 58,302 58,302

    2.12 600.4EXCAVACIONES VARIAS EN MATERIAL COMN SECO (INCLUYE RETIRO DE

    SOBRANTES A UNA DISTANCIA MENOR DE 5 KM)M3 10,594 10,594 10,594 10,594 10,594 10,59