Esenariosde Costos Urba Para Dif Topografia

REVITALIZACION URBANA DE COMAYAGUELA

PRECIO CANTIDAD CANTIDAD CANTIDAD CANTIDAD CANTIDADNo. ACTIVIDAD UNID. UNITARIO AVENIDAS 1 A 8 CALLES 1 A 12ABASTO AP BERRINCHECOLECTOR AN TOTAL

1.00 CALLES VEHICULARES1.01 Trazo M2 7.95 134,436.00 134,436.001.02 Demolicion carpeta rodaje M3 43.75 104,187.90 104,187.901.03 Corte M3 53.83 89,590.22 89,590.221.04 Relleno compactado M3 33.13 0.001.05 Botado de material de demolicion M3 48.13 261,600.46 261,600.461.06 Conf. de sub-rasante M2 28.72 104,187.90 104,187.901.07 Carpeta concreto Hidraulico M3 1,000.00 15,628.19 15,628.191.08 Sub-Base 0.15 M M3 201.25 20,837.58 20,837.581.09 Conformacion de aceras y area verde M2 47.29 33,609.00 33,609.001.10 Fundicion de Aceras M2 262.50 33,609.00 33,609.00

Total Calles vehiculares

2.00 LOTES Y PLANTELES2.01 Trazo M2 7.95 10,000.00 10,000.002.02 Limpieza de areas verdes e impermeables M3 18.11 1,000.00 1,000.002.03 Restauraciones de aceras M2 21.00 1,000.00 1,000.002.04 Restauraciones de areas verdes M3 26.25 5,000.00 5,000.002.05 Corte M3 53.83 166,381.83 166,381.832.06 Relleno compactado M3 33.13 0.002.05 Botado de material de limpieza M3 37.94 225,965.47 225,965.472.06 Conf. de areas verdes M2 28.72 5,000.00 5,000.002.07 Aceras esp. 0.10 M M3 519.80 100.00 100.002.08 Conformacion de aceras M2 47.29 1,000.00 1,000.00

Total Calles Peatonales

3 RED DE ALCANTARILLADO SANITARIO3.01 Replanteo Red Alcantarillado ML 6.65 11,203.00 8,225.00 4,000.00 23,428.003.02 Excavacion Mat. No Clasificado M3 137.83 23,526.30 17,272.50 6,000.00 46,798.803.03 Atierro Compactado. M3 62.86 20,165.40 14,805.00 2,000.00 36,970.403.04 Relleno con Material Selecto. M3 324.73 3,181.65 2,335.90 5,517.553.05 Recubrimiento de Concreto/acero Tuberia Co M3 3,062.50 5,453.92 5,453.923.06 Tuberia Rebloc 36" ML 2,187.50 1,000.00 1,000.00

3.07 Tuberia Rebloc 24" ML 1,487.50 1,000.00 1,000.003.08 Tuberia Rebloc 12" ML 1,137.50 1,000.00 1,000.003.09 Tuberia PVC RD-41 10" ML 962.50 3,921.05 2,878.75 1,000.00 7,799.803.10 Tuberia PVC RD-41 8" ML 494.25 7,281.95 5,346.25 12,628.203.11 Tuberia PVC RD-41 4" (acometidas) ML 143.67 6,721.80 4,935.00 11,656.803.12 Pozos de inspeccion sin caida UN 11,253.25 140 103 50 292.853.13 Caja de registro sencilla UN 1,258.25 14 10 24.293.14 Acometidas UN 953.42 1,120.30 822.50 1,942.803.15 Prueba hidrostatica ML 17.78 17,924.80 13,160.00 31,084.803.16 Botado de Material Sobrante. M3 85.09 4,537.21 3,331.13 5,400.00 13,268.343.17 Suministro e Instalacion de Casquete Metali UN 4,033.66 70 51 25 146.433.18 Suministro e Instalacion de Casquete Concr UN 1,224.69 70 51 25 146.43

Total red alcantarillado sanitario

4.00 ALCANTARILLADO PLUVIAL4.01 Replanteo Red Alcantarillado Ml 4.88 11,203.00 8,225.00 19,428.004.02 Excavacion Mat. No Clasificado M3 220.50 23,526.30 17,272.50 40,798.804.03 Atierro Compactado. M3 62.86 20,165.40 14,805.00 34,970.404.04 Relleno con Material Selecto. M3 408.71 3,360.90 2,467.50 5,828.404.05 Tuberia Rebloc 36" ML 386.38 1,120.30 822.50 1,942.804.06 Tuberia Rebloc 24" ML 521.62 2,800.75 2,056.25 4,857.004.07 Tuberia Rebloc 12" ML 704.18 7,281.95 5,346.25 12,628.204.08 Cajas Canales Cerrados Zona Mercados ML 61,250.00 160.00 160.004.09 Sumin. e Insta. Tub. CONC. 36" en cabezal ML 13,807.50 5.00 10.00 15.004.10 Cabezal de descarga para tuberia 36# UN 9,067.40 5.00 10.00 15.004.11 Demolicion de estribos y recosntruccion UN 27,436.50 1.00 1.004.12 Botado de Material Sobrante. M3 37.94 3361 2468 5,828.404.13 Prueba Hidrostatica. Ml 77.82 11203 8225 19,428.00

Total alcantarillado pluvial

5.00 RED DE DISTRIBUCION AGUA POTABLE ml 11203 82255.01 Excavacion no clasificada M3 107.68 4201 3084 7,285.505.02 Aterrado y compactado M3 44.31 1400 1028 2,428.505.03 Sumin. e Insta. tuberia PVC RD-26 8" Ml 446.25 280.08 1,028.13 1,308.205.04 Sumin. e Insta. tuberia PVC RD-26 6" Ml 341.39 1,120.30 1,850.63 2,970.935.05 Sumin. e Insta. tuberia PVC RD-26 4" Ml 191.99 2,240.60 2,673.13 4,913.735.06 Sumin. e Insta. tuberia PVC RD-26 3" Ml 124.30 3,360.90 3,290.00 6,650.905.07 Sumin. e Insta. tuberia PVC RD-26 2" Ml 61.48 4,201.13 1,028.13 5,229.255.08 Sumin. e Insta. tuberia PVC RD-26 1/2" Ml 61.48 3,360.90 2,467.50 5,828.405.09 Relleno de Material Selecto Un 408.71 2,728.81 1,950.09 4,678.905.10 Conexiones domiciliarias Un 1,725.36 1,120.30 822.50 1,942.805.11 Accesorios Gl 350,000.00 0.50 0.50 1.00

5.01 Excavacion no clasificada M3 107.68 4201 3084 7,285.505.02 Aterrado y compactado M3 44.31 1400 1028 2,428.505.03 Sumin. e Insta. tuberia PVC RD-26 8" Ml 446.25 280.08 1,028.13 1,308.205.04 Sumin. e Insta. tuberia PVC RD-26 6" Ml 341.39 1,120.30 1,850.63 2,970.935.05 Sumin. e Insta. tuberia PVC RD-26 4" Ml 191.99 2,240.60 2,673.13 4,913.735.06 Sumin. e Insta. tuberia PVC RD-26 3" Ml 124.30 3,360.90 3,290.00 6,650.905.12 Prueba hidrostatica Ml 14.77 11,203.00 8,225.00 19,428.005.12 Suministro e instalalcioon de valvula 6' Un 19,130.23 6 4 9.715.13 Suministro e instalalcioon de valvula 4' Un 6,548.62 8 6 14.575.13 Suministro e instalalcioon de valvula 3' Un 4,103.75 10 7 17.495.14 Suministro e instalalcioon de valvula 2" Un 1,671.97 22 16 38.865.15 Caja de valvulas Un 844.20 46 34 80.635.16 Botado de Material Sobrante. M3 37.94 2,800.75 2,056.25 4,857.005.17 Hidrante Un 18,919.62 15.00 15.00 30.00

Total red de distribucion agua potable

6.00 Sistema Electrico6.01 Postes C-30' Un 8,750.00 28 21 48.576.02 Postes C-35' Un 13,125.00 0.006.03 Estructuras primarias A-I-2 Un 4,375.00 14 10 246.04 Estructuras primarias A-I-4 Un 4,812.50 14 11 256.05 Estructuras primarias A-II-1 Un 4,844.00 14 11 256.06 Estructuras primarias A-II-4 Un 6,242.25 14 11 256.07 Estructuras primarias A-III-1 Un 6,048.00 14 11 256.08 Estructuras primarias A-III-2 Un 4,103.75 14 11 256.09 Estructuras primarias A-III-5 Un 6,048.00 14 11 256.10 Estructuras primarias D-III-1 Un 7,992.25 14 11 256.11 Estructuras secundarias B-1 Un 3,281.25 14 11 256.12 Estructuras secundarias S-III-1 GL 3,609.38 14 11 256.13 Estructuras secundarias S-III-2 GL 3,633.00 14 11 256.14 Estructuras secundarias S-III-6 GL 4,681.69 14 11 256.15 Luminarias Lum-S-100 W GL 4,375.00 14 11 256.16 Retenidas E-I-1 GL 992.25 14 11 256.17 Retenidas E-I-3 GL 1,240.31 14 11 256.18 Retenidas E-I-4 GL 1,550.39 14 11 256.19 Retenidas E-I-5 GL 1,937.99 14 11 256.20 Transformadores (13.8/7.968 KV- 120/240 V GL 61,250.00 14 11 256.21 Conductor primario 1/0 ACSR - 1 fase ML 437.50 14 11 256.22 Conductor primario 1/0 ACSR - 2 fase ML 490.00 14 11 256.23 Conductor primario 1/0 ACSR - 3 fase ML 548.80 14 11 256.24 Conductor secundario 3/0 WP -2 fase ML 614.66 14 11 256.25 Conductor secundario hilo piloto 2 WP ML 218.75 14 11 256.26 Conductor meutro 1/0 ACSR ML 236.25 14 11 25

5.01 Excavacion no clasificada M3 107.68 4201 3084 7,285.505.02 Aterrado y compactado M3 44.31 1400 1028 2,428.505.03 Sumin. e Insta. tuberia PVC RD-26 8" Ml 446.25 280.08 1,028.13 1,308.205.04 Sumin. e Insta. tuberia PVC RD-26 6" Ml 341.39 1,120.30 1,850.63 2,970.935.05 Sumin. e Insta. tuberia PVC RD-26 4" Ml 191.99 2,240.60 2,673.13 4,913.735.06 Sumin. e Insta. tuberia PVC RD-26 3" Ml 124.30 3,360.90 3,290.00 6,650.906.27 Recuperación poste y herraje Un 4,450.25 14 11 256.28 Recuperación cable ML 2,159.50 14 11 256.29 Despeje de línea ENEE GL 2,548.00 14 11 25

Total sistema electrico

7.00 Sistema Telefonia y datos7.01 Postes C-30' Un 0.007.02 Postes C-35' Un 0.007.03 Restauracion de Pozos Un 0.007.04 Reconstruccion de Pozos Un 0.007.05 Achicamiento en pozos Un 0.007.06 Reconecciones Estructuras primarias A-II-4 Un 0.007.07 Estructuras primarias A-III-1 Un 0.007.08 Estructuras primarias A-III-2 Un 0.007.09 Estructuras primarias A-III-5 Un 0.007.10 Estructuras primarias D-III-1 Un 0.007.11 Estructuras secundarias B-1 Un 0.007.12 Estructuras secundarias S-III-1 GL 0.007.13 Estructuras secundarias S-III-2 GL 0.007.14 Estructuras secundarias S-III-6 GL 0.007.15 Luminarias Lum-S-100 W GL 0.007.16 Retenidas E-I-1 GL 0.007.17 Retenidas E-I-3 GL 0.007.18 Retenidas E-I-4 GL 0.007.19 Retenidas E-I-5 GL 0.007.20 Transformadores (13.8/7.968 KV- 120/240 V GL 0.007.21 Conductor primario 1/0 ACSR - 1 fase ML 0.007.22 Conductor primario 1/0 ACSR - 2 fase ML 0.007.23 Conductor primario 1/0 ACSR - 3 fase ML 0.007.24 Conductor secundario 3/0 WP -2 fase ML 0.007.25 Conductor secundario hilo piloto 2 WP ML 0.007.26 Conductor meutro 1/0 ACSR ML 0.007.27 Recuperación poste y herraje Un 0.007.28 Recuperación cable ML 0.007.29 Despeje de línea ENEE GL 0.00

5.01 Excavacion no clasificada M3 107.68 4201 3084 7,285.505.02 Aterrado y compactado M3 44.31 1400 1028 2,428.505.03 Sumin. e Insta. tuberia PVC RD-26 8" Ml 446.25 280.08 1,028.13 1,308.205.04 Sumin. e Insta. tuberia PVC RD-26 6" Ml 341.39 1,120.30 1,850.63 2,970.935.05 Sumin. e Insta. tuberia PVC RD-26 4" Ml 191.99 2,240.60 2,673.13 4,913.735.06 Sumin. e Insta. tuberia PVC RD-26 3" Ml 124.30 3,360.90 3,290.00 6,650.90

8.00 Restauracion ecologica lecho rio Choluteca8.01 Estabilizacion Berrinche Un 0.008.02 Obras de mitigacion en cauze Un 0.00

9.00 AREA MUNICIPALArea municipal GL 100,000.00Total area municipal

Total presupuesto de urbanizacion

PRECIO CANTIDAD CANTIDAD CANTIDAD CANTIDAD CANTIDAD

No. ACTIVIDAD UNID. UNITARIO AVENIDAS 1 A 8 CALLES 1 A 12ABASTO AP BERRINCHECOLECTOR AN TOTAL

1.00 CALLES VEHICULARES2.00 LOTES Y PLANTELES

3 RED DE ALCANTARILLADO SANITARIO4.00 ALCANTARILLADO PLUVIAL5.00 RED DE DISTRIBUCION AGUA POTABLE6.00 Sistema Electrico7.00 Sistema Telefonia y datos

TOTALAREA PREDIAL M2AREA TOTAL M2PRECIO URB TOTAL LPS/M2 TOPOGRAFIA PLANAPRECIO URB PREDIAL LPS/M2 TOPOGRAFIA PLANAPRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA PLANAPRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA PLANAPLANO DE 1% A 5% DE PENDIENTE NATURAL DEL TERRENO

PRECIO URB TOTAL LPS/M2 TOPOGRAFIA SEMIPLANAPRECIO URB PREDIAL LPS/M2 TOPOGRAFIA SEMIPLANAPRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA SEMIPLANAPRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA SEMIPLANASEMI PLANO ENTRE 5 Y 15%

PRECIO URB TOTAL LPS/M2 TOPOGRAFIA TERRENO INCLINADOPRECIO URB PREDIAL LPS/M2 TOPOGRAFIA TERRENO INCLINADOPRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA TERRENO INCLINADOPRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA TERRENO INCLINADO

INCLINADO HASTA PENDIENTES DE 30%

ESTOS VALORES ESTAN SIN COSTOS INDIRECTOSEL PRECIO DE AREA PREDIAL ES EL QUE SE VENDE MAS COSTOS INDIRECTOR VALOR DE LA TIERRA Y GANACIAS

PRECIO URB TOTAL LPS/M2 TOPOGRAFIA PLANA 343.22PRECIO URB PREDIAL LPS/M2 TOPOGRAFIA PLANA 528.04PRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA PLANA 492.27PRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA PLANA 757.34PLANO DE 1% A 5% DE PENDIENTE NATURAL DEL TERRENO

PRECIO URB TOTAL LPS/M2 TOPOGRAFIA SEMIPLANA 477.93PRECIO URB PREDIAL LPS/M2 TOPOGRAFIA SEMIPLANA 735.28PRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA SEMIPLANA 685.47PRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA SEMIPLANA 1,054.58SEMI PLANO ENTRE 5 Y 15%

PRECIO URB TOTAL LPS/M2 TOPOGRAFIA TERRENO INCLINADO 667.57PRECIO URB PREDIAL LPS/M2 TOPOGRAFIA TERRENO INCLINADO 1,027.03PRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA TERRENO INCLINADO 957.46PRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA TERRENO INCLINADO 1,473.02INCLINADO HASTA PENDIENTES DE 30%

ESTOS VALORES ESTAN SIN COSTOS INDIRECTOSEL PRECIO DE AREA PREDIAL ES EL QUE SE VENDE MAS COSTOS INDIRECTOR VALOR DE LA TIERRA Y GANANCIAS

3.00 LOTES

3.01 Trazo M2 7.95 0.00

3.02 Desencape 15 cm material existente M3 18.11 0.00

3.03 Corte M3 53.83 0.00

3.04 Relleno compactado M3 33.13 0.00

3.05 Botado de material de limpieza abundado M3 37.94 0.00

7.00 LINEAS DE BOMBEO AGUA POTABLE , POZO DE PRODUCCION, CISTERNAS EN ZONA BERRINCHE Y ESTABILIZACION TALUD

7.01 Terraceria de Taludes (Excavacion no clasif M3 61.25 900,000.00 900,000.00

7.02 Botado de Material Excavado M3 101.50 1,215,000.00 1,215,000.00

7.03 Conformacion de planteles M2 28.72 8,000.00 8,000.00

7.04 Muro de estabilizacion en lecho rio M3 1,050.00 50,000.00 50,000.00

7.05 Canales de alivio para saturacion nivel freat Ml 218.75 900.00 900.00

7.06 Excavacion no clasificada M3 107.68 2,400.00 2,400.00

7.07 Aterrado y compactado M3 44.31 600.00 600.00

7.08 Sumin. e Insta. tuberia PVC RD-26 8" Ml 2,194.50 400.00 400.00

7.09 Sumin. e Insta. tuberia PVC RD-26 6" Ml 341.39 1,000.00 1,000.00

7.11 Relleno de Material Selecto Un 408.73 1,400.00 1,400.00

7.12 Accesorios Gl 500,000.00 1.00 1.00

7.13 Pozo de produccion de agua potable Gl 437,500.00 4.00 4.00

7.14 Cisterna 100,000 gal Gl 1,314,227.25 1.00 1.00

7.15 Prueba hidrostatica Ml 14.77 2,400.00 2,400.00

7.16 Botado de Material Sobrante. M3 37.94 2,430.00 2,430.00

7.17 Cerco permetral bloque y malla ciclon metal GL 2,159.50 100.00 100.00

7.18 Bodega Gl 35,000.00 1.00 1.00

7.19 Caseta vigilancia Gl 26,250.00 1.00 1.00

Total linea de distribucion agua potable

8.00 POZOS DE OXIDACION planta tratamiento

8.01 Sumin. e Insta. tuberia PVC RD-50 6" ML 288.75 0.00

8.02 Tanques septicos Un 61,696.25 0.00

8.03 Implementacion de secado de lodos Un 4,418.75 0.00

8.04 Bodegas , casetas y cerco perimetral Un 74,123.00 0.00

7.01 Terraceria de Taludes (Excavacion no clasif M3 61.25 900,000.00 900,000.00

7.02 Botado de Material Excavado M3 101.50 0.00

7.03 Conformacion de planteles M2 28.72 8,000.00 8,000.00

7.04 Muro de estabilizacion en lecho rio M3 1,050.00 50,000.00 50,000.00

7.05 Canales de alivio para saturacion nivel freat Ml 218.75 900.00 900.00

VALORLps. 2005

1,068,094.02 4.544,558,220.63 25.004,822,641.31 30.76

0.00 18.9312,589,521.96 27.502,992,016.02 16.41

15,628,185.004,193,562.98 115.001,589,201.57 27.028,822,362.50 150.00

47,441,443.47 2,490,364.49

79,450.00 4.5418,112.50 10.3521,000.00 12.00

131,250.00 15.008,956,333.87 30.76

0.00 18.938,573,129.91 21.68

143,587.50 16.4151,980.25 297.0347,285.00 27.02

18,022,129.03 946,043.52

155,796.20 3.806,450,278.60 78.762,323,959.34 35.921,791,714.66 185.56

16,702,617.94 36 0.91 0.84 0.6566007 656.600699 1.91 3.66 3,008.33 1,750.002,187,500.00 24 0.61 0.37 0.29182253 291.822533 1.36 1.85 1,556.69 1,250.00

1,487,500.00 12 0.30 0.09 0.07295563 72.9556332 0.80 0.65 574.75 850.001,137,500.00 10 0.25 0.06 0.05066363 50.6636342 0.60 0.36 314.15 650.007,507,307.50 0.00 0.00 0 0 5,453.92 550.006,241,519.42 282.431,674,790.74 82.103,295,514.99 6,430.43

30,556.60 719.001,852,299.52 544.81

552,687.74 10.161,128,936.71 48.62

590,629.03 2,304.95179,324.50 699.82

55,290,433.51 2,902,384.96

94,857.21 2.798,996,135.40 126.002,198,239.34 35.922,382,139.93 233.55

750,663.92 220.792,533,490.73 298.078,892,552.47 402.399,800,000.00 35,000.00

207,112.50 7,890.00136,010.96 5,181.3727,436.50 15,678.00

221,129.50 21.681,511,935.53 44.47

37,751,704.01 1,981,716.75

1784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03321,481.22 2 0.05 0.00 0.00202655 8.5137704 2.08354195 35.13358,315.46 0.5 0.01 0.00 0.00012666 0.42568852 0.31253129 35.13

1,912,325.81 71.9413599 106.156463 233.553,352,029.41 985.92

350,000.00 0.00

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03286,951.56 8.44185,831.05 10,931.5695,419.98 3,742.0771,754.89 2,345.0064,965.97 955.4168,064.64 482.40

184,274.58 6,218,712.09 21.68567,588.53 621,871.21 10,811.21

12,079,244.53 634,081.08

245,065.63 5,000.000.00 7,500.00

61,266.41 2,500.0068,596.17 2,750.0069,045.17 2,768.0088,975.47 3,567.0086,206.68 3,456.0058,493.83 2,345.0086,206.68 3,456.00

113,919.53 4,567.0046,770.12 1,875.0051,447.13 2,062.5051,783.87 2,076.0066,731.60 2,675.2562,360.16 2,500.0014,143.28 567.0017,679.10 708.7522,098.88 885.9427,623.60 1,107.42

873,042.19 35,000.006,236.02 250.006,984.34 280.007,822.46 313.608,761.15 351.233,118.01 125.003,367.45 135.00

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.0363,432.75 2,543.0030,780.97 1,234.0036,318.56 1,456.00

2,278,277.19 119,594.60119,594.60

9,193,780.000.00 8,000,000.000.00 -1,193,780.000.00 -1,074,185.390.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

0.000.00

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

47,441,443.4718,022,129.0355,290,433.5137,751,704.0112,079,244.53

2,278,277.192,847,846.49

###332,763.66511,944.09

343.22528.04492.27757.34

477.93735.28685.47

1,054.58

667.571,027.03

957.461,473.02

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

1,488.72 496.24 5002,290.34 763.45 8002,135.21 711.74 7503,284.94 1,094.98 1100

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

0.00 4.54

0.00 10.35

0.00 30.76

0.00 18.93

0.00 21.68

55,125,000.00 35.00

123,322,500.00 58.00

229,740.00 16.41

52,500,000.00 600.00

196,875.00 125.00

258,426.00 61.53

26,586.00 25.32

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

877,800.00 1,254.00

341,390.00 195.08

191,992.50 109.71

572,222.00 8 0.20 0.04 0.03242473 12.9698903 0 233.56

500,000.00 6 0.15 0.02 0.01823891 18.2389083 0 25,000.00

1,750,000.00 4 0.10 0.01 0.00810618 8.10618147 0 250,000.00

1,314,227.25 39.3149801 750,987.00

35,448.00 8.44

92,194.20 21.68

215,950.00 1,234.00

35,000.00 20,000.00

26,250.00 15,000.00

237,611,600.95 12,473,049.92

0.000.00 165.00

0.00 35,255.00

0.00 2,525.00

0.00 42,356.00

784,484.43 61.53107,606.84 25.32583,784.25 8 0.20 0.04 0.03242473 9.0813551 33.3366713 255.00

1,014,244.09 6 0.15 0.02 0.01823891 20.433049 33.7533797 195.08943,398.35 4 0.10 0.01 0.00810618 18.1627102 21.6688363 109.71826,723.50 3 0.08 0.01 0.00455973 15.3247867 15.0015021 71.03

55,125,000.00 35.00

0.00 58.00

229,740.00 16.41

52,500,000.00 600.00

196,875.00 125.00

108,051,615.00 5,672,000.79

1.752010

7.94543.7553.83

33.127548.125

28.7175

201.2547.285

7.94518.1125

2126.2553.83

33.127537.94

28.7175519.8025

47.285

6.65137.83

62.86324.733062.52187.5

1487.51137.5

962.5494.2525

143.67511253.2525

1258.25953.4175

17.7885.085

4033.66251224.685

4.8825220.562.86

408.7125386.3825

521.616375704.18210625

6125013807.5

9067.397527436.5

37.9477.8225

107.677544.31

446.25341.39

191.9925124.3025

61.477561.4775

408.71251725.36

107.677544.31

446.25341.39

191.9925124.3025

14.7719130.23

6548.62254103.75

1671.9675844.237.94

18919.6175

8750 Postes C-30'13125 Postes C-35'

4375 Estructuras primarias A-I-24812.5 Estructuras primarias A-I-4

4844 Estructuras primarias A-II-16242.25 Estructuras primarias A-II-4

6048 Estructuras primarias A-III-14103.75 Estructuras primarias A-III-2

6048 Estructuras primarias A-III-57992.25 Estructuras primarias D-III-13281.25 Estructuras secundarias B-1

3609.375 Estructuras secundarias S-III-13633 Estructuras secundarias S-III-2

4681.6875 Estructuras secundarias S-III-64375 Luminarias Lum-S-100 W

992.25 Retenidas E-I-11240.3125 Retenidas E-I-3

1550.390625 Retenidas E-I-41937.98828125 Retenidas E-I-5

61250 Transformadores (13.8/7.968 KV- 120/240 V) 37.5 KVA437.5 Conductor primario 1/0 ACSR - 1 fase

490 Conductor primario 1/0 ACSR - 2 fase548.8 Conductor primario 1/0 ACSR - 3 fase

614.656 Conductor secundario 3/0 WP -2 fase218.75 Conductor secundario hilo piloto 2 WP236.25 Conductor meutro 1/0 ACSR

107.677544.31

446.25341.39

191.9925124.3025

4450.25 Recuperación poste y herraje2159.5 Recuperación cable

2548 Despeje de línea ENEE0

107.677544.31

446.25341.39

191.9925124.3025

107.677544.31

446.25341.39

191.9925124.3025

7.94518.1125

53.8333.1275

61.25101.5

28.71751050

218.75107.6775

107.677544.31

446.25341.39

191.9925124.3025

2194.5341.39

191.9925408.7343750

4375001314227.25

14.7737.94

2159.53500026250

288.7561696.25

4418.7574123

107.677544.31

446.25341.39

191.9925124.3025

61.25101.5

28.71751050

218.75

PRECIO CANTIDAD CANTIDAD

No. ACTIVIDAD UNID. UNITARIO AVENIDAS 1 A 8 CALLES 1 A 12

1.00 CALLES VEHICULARES

1.01 Trazo M2 7.95 134,436.00

1.02 Demolicion carpeta rodaje M3 43.75 104,187.90

1.03 Corte M3 53.83 268,770.65

1.04 Relleno compactado M3 33.13 134,385.32

1.05 Botado de material de demolicion M3 48.13 503,494.04

1.06 Conf. de sub-rasante M2 28.72 104,187.90

1.07 Carpeta concreto Hidraulico M3 1,000.00 15,628.19

1.08 Sub-Base 0.15 M M3 201.25 20,837.58

1.09 Conformacion de aceras y area verde M2 47.29 33,609.00

1.10 Fundicion de Aceras M2 262.50 33,609.00

2.00 LOTES Y PLANTELES

2.01 Trazo M2 7.95 10,000.00

2.02 Limpieza de areas verdes e impermeables M3 18.11 1,000.00

2.03 Restauraciones de aceras M2 21.00 1,000.00

2.04 Restauraciones de areas verdes M3 26.25 5,000.00

2.05 Corte M3 53.83 499,145.49

2.05 Botado de material de limpieza M3 37.94 675,196.41

2.06 Conf. de areas verdes M2 28.72 5,000.00

2.07 Aceras esp. 0.10 M M3 519.80 100.00

2.08 Conformacion de aceras M2 47.29 1,000.00

3 RED DE ALCANTARILLADO SANITARIO3.01 Replanteo Red Alcantarillado ML 6.65 11,203.00 8,225.003.02 Excavacion Mat. No Clasificado M3 137.83 23,526.30 17,272.503.03 Atierro Compactado. M3 62.86 20,165.40 14,805.003.04 Relleno con Material Selecto. M3 324.73 3,181.65 2,335.903.05 Recubrimiento de Concreto/acero Tuberia Co M3 3,062.503.06 Tuberia Rebloc 36" ML 2,187.503.07 Tuberia Rebloc 24" ML 1,487.503.08 Tuberia Rebloc 12" ML 1,137.503.09 Tuberia PVC RD-41 10" ML 962.50 3,921.05 2,878.753.10 Tuberia PVC RD-41 8" ML 494.25 7,281.95 5,346.253.11 Tuberia PVC RD-41 4" (acometidas) ML 143.67 6,721.80 4,935.003.12 Pozos de inspeccion sin caida UN 11,253.25 140 1033.13 Caja de registro sencilla UN 1,258.25 14 103.14 Acometidas UN 953.42 1,120.30 822.503.15 Prueba hidrostatica ML 17.78 17,924.80 13,160.003.16 Botado de Material Sobrante. M3 85.09 4,537.21 3,331.133.17 Suministro e Instalacion de Casquete Metali UN 4,033.66 70 513.18 Suministro e Instalacion de Casquete Concr UN 1,224.69 70 51

4.00 ALCANTARILLADO PLUVIAL4.01 Replanteo Red Alcantarillado Ml 4.88 11,203.00 8,225.004.02 Excavacion Mat. No Clasificado M3 220.50 23,526.30 17,272.50

4.03 Atierro Compactado. M3 62.86 20,165.40 14,805.004.04 Relleno con Material Selecto. M3 408.71 3,360.90 2,467.504.05 Tuberia Rebloc 36" ML 386.38 1,120.30 822.504.06 Tuberia Rebloc 24" ML 521.62 2,800.75 2,056.254.07 Tuberia Rebloc 12" ML 704.18 7,281.95 5,346.254.08 Cajas Canales Cerrados Zona Mercados ML 61,250.00 160.00

4.09 Sumin. e Insta. Tub. CONC. 36" en cabezal ML 13,807.50 5.00 10.00

4.10 Cabezal de descarga para tuberia 36# UN 9,067.40 5.00 10.00

4.11 Demolicion de estribos y recosntruccion UN 27,436.50 1.00

4.12 Botado de Material Sobrante. M3 37.94 3361 2468

4.13 Prueba Hidrostatica. Ml 77.82 11203 8225

5.00 RED DE DISTRIBUCION AGUA POTABLE ml 11203 8225

5.01 Excavacion no clasificada M3 107.68 4201 3084

5.02 Aterrado y compactado M3 44.31 1400 1028

5.03 Sumin. e Insta. tuberia PVC RD-26 8" Ml 446.25 280.08 1,028.13

5.08 Sumin. e Insta. tuberia PVC RD-26 1/2" Ml 61.48 3,360.90 2,467.50

5.10 Conexiones domiciliarias Un 1,725.36 1,120.30 822.50

5.11 Accesorios Gl 350,000.00 0.50 0.50

5.12 Suministro e instalalcioon de valvula 6' Un 19,130.23 6 4

5.14 Suministro e instalalcioon de valvula 2" Un 1,671.97 22 16

5.15 Caja de valvulas Un 844.20 46 34

5.17 Hidrante Un 18,919.62 15.00 15.00

6.00 Sistema Electrico

6.01 Postes C-30' Un 8,750.00 28 21

6.02 Postes C-35' Un 13,125.00

6.03 Estructuras primarias A-I-2 Un 4,375.00 14 10

6.05 Estructuras primarias A-II-1 Un 4,844.00 14 11

6.07 Estructuras primarias A-III-1 Un 6,048.00 14 11

6.10 Estructuras primarias D-III-1 Un 7,992.25 14 11

6.11 Estructuras secundarias B-1 Un 3,281.25 14 11

6.12 Estructuras secundarias S-III-1 GL 3,609.38 14 11

6.15 Luminarias Lum-S-100 W GL 4,375.00 14 11

6.16 Retenidas E-I-1 GL 992.25 14 11

6.17 Retenidas E-I-3 GL 1,240.31 14 11

6.18 Retenidas E-I-4 GL 1,550.39 14 11

6.19 Retenidas E-I-5 GL 1,937.99 14 11

6.20 Transformadores (13.8/7.968 KV- 120/240 V GL 61,250.00 14 11

6.21 Conductor primario 1/0 ACSR - 1 fase ML 437.50 14 11

6.24 Conductor secundario 3/0 WP -2 fase ML 614.66 14 11

6.25 Conductor secundario hilo piloto 2 WP ML 218.75 14 11

6.26 Conductor meutro 1/0 ACSR ML 236.25 14 11

6.27 Recuperación poste y herraje Un 4,450.25 14 11

6.28 Recuperación cable ML 2,159.50 14 11

6.29 Despeje de línea ENEE GL 2,548.00 14 11

7.00 Sistema Telefonia y datos

7.01 Postes C-30' Un

7.03 Restauracion de Pozos Un

7.04 Reconstruccion de Pozos Un

7.05 Achicamiento en pozos Un

7.06 Reconecciones Estructuras primarias A-II-4 Un

7.07 Estructuras primarias A-III-1 Un

7.10 Estructuras primarias D-III-1 Un

7.11 Estructuras secundarias B-1 Un

7.12 Estructuras secundarias S-III-1 GL

7.15 Luminarias Lum-S-100 W GL

7.16 Retenidas E-I-1 GL

7.20 Transformadores (13.8/7.968 KV- 120/240 V GL

7.21 Conductor primario 1/0 ACSR - 1 fase ML

7.24 Conductor secundario 3/0 WP -2 fase ML

7.25 Conductor secundario hilo piloto 2 WP ML

7.26 Conductor meutro 1/0 ACSR ML

7.27 Recuperación poste y herraje Un

7.28 Recuperación cable ML

7.29 Despeje de línea ENEE GL

8.00 Restauracion ecologica lecho rio Choluteca

8.01 Estabilizacion Berrinche Un

8.02 Obras de mitigacion en cauze Un

9.00 AREA MUNICIPAL

Area municipal GL 100,000.00

Total area municipal

TOTALAREA PREDIAL M2AREA TOTAL M2PRECIO URB TOTAL LPS/M2 TOPOGRAFIA SEMIPLANAPRECIO URB PREDIAL LPS/M2 TOPOGRAFIA SEMIPLANAPRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA SEMIPLANAPRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA SEMIPLANASEMI PLANO ENTRE 5 Y 15%

3.00 LOTES

3.01 Trazo M2 7.95

3.02 Desencape 15 cm material existente M3 18.11

3.03 Corte M3 53.83

3.04 Relleno compactado M3 33.13

3.05 Botado de material de limpieza abundado M3 37.94

7.01 Terraceria de Taludes (Excavacion no clasif M3 61.25 900,000.00

7.02 Botado de Material Excavado M3 101.50 1,215,000.00

7.03 Conformacion de planteles M2 28.72 8,000.00

7.04 Muro de estabilizacion en lecho rio M3 1,050.00 50,000.00

7.05 Canales de alivio para saturacion nivel freat Ml 218.75 900.00

7.06 Excavacion no clasificada M3 107.68 2,400.00

7.07 Aterrado y compactado M3 44.31 600.00

7.08 Sumin. e Insta. tuberia PVC RD-26 8" Ml 2,194.50 400.00

7.09 Sumin. e Insta. tuberia PVC RD-26 6" Ml 341.39 1,000.00

7.11 Relleno de Material Selecto Un 408.73 1,400.00

7.12 Accesorios Gl 500,000.00 1.00

7.13 Pozo de produccion de agua potable Gl 437,500.00 4.00

7.14 Cisterna 100,000 gal Gl 1,314,227.25 1.00

7.15 Prueba hidrostatica Ml 14.77 2,400.00

7.16 Botado de Material Sobrante. M3 37.94 2,430.00

7.17 Cerco permetral bloque y malla ciclon metal GL 2,159.50 100.00

7.18 Bodega Gl 35,000.00 1.00

7.19 Caseta vigilancia Gl 26,250.00 1.00

8.01 Sumin. e Insta. tuberia PVC RD-50 6" ML 288.75

8.02 Tanques septicos Un 61,696.25

8.03 Implementacion de secado de lodos Un 4,418.75

8.04 Bodegas , casetas y cerco perimetral Un 74,123.00

7.02 Botado de Material Excavado M3 101.50

CANTIDAD CANTIDAD CANTIDAD VALOR

ABASTO AP BERRINCHECOLECTOR AN TOTAL Lps.

134,436.00 1,068,094.02

104,187.90 4,558,220.63

268,770.65 14,467,923.94

134,385.32 4,451,849.81

503,494.04 24,230,650.62

104,187.90 2,992,016.02

15,628.19 15,628,185.00

20,837.58 4,193,562.98

33,609.00 1,589,201.57

33,609.00 8,822,362.50

73,179,704.57 3,841,454.31

10,000.00 79,450.00

1,000.00 18,112.50

1,000.00 21,000.00

5,000.00 131,250.00

499,145.49 26,869,001.61

249,572.74 8,267,721.07

675,196.41 25,616,951.74

5,000.00 143,587.50

100.00 51,980.25

1,000.00 47,285.00

61,246,339.67 3,215,030.95

4,000.00 23,428.00 155,796.206,000.00 46,798.80 6,450,278.602,000.00 36,970.40 2,323,959.34

5,517.55 1,791,714.665,453.92 5,453.92 16,702,617.94 36 0.911,000.00 1,000.00 2,187,500.00 24 0.611,000.00 1,000.00 1,487,500.00 12 0.301,000.00 1,000.00 1,137,500.00 10 0.251,000.00 7,799.80 7,507,307.50 0.00

12,628.20 6,241,519.4211,656.80 1,674,790.74

50 292.85 3,295,514.9924.29 30,556.60

1,942.80 1,852,299.5231,084.80 552,687.74

5,400.00 13,268.34 1,128,936.7125 146.43 590,629.0325 146.43 179,324.50

55,290,433.51 2,902,384.96

19,428.00 94,857.2140,798.80 8,996,135.40

34,970.40 2,198,239.345,828.40 2,382,139.931,942.80 750,663.924,857.00 2,533,490.73

12,628.20 8,892,552.47160.00 9,800,000.00

15.00 207,112.50

15.00 136,010.96

1.00 27,436.50

5,828.40 221,129.50

19,428.00 1,511,935.53

37,751,704.01 1,981,716.75

7,285.50 784,484.43

2,428.50 107,606.84

1,308.20 583,784.25 8 0.20

2,970.93 1,014,244.09 6 0.15

4,913.73 943,398.35 4 0.10

6,650.90 826,723.50 3 0.08

5,229.25 321,481.22 2 0.05

5,828.40 358,315.46 0.5 0.01

4,678.90 1,912,325.81

1,942.80 3,352,029.41

1.00 350,000.00

19,428.00 286,951.56

9.71 185,831.05

14.57 95,419.98

17.49 71,754.89

38.86 64,965.97

80.63 68,064.64

4,857.00 184,274.58 6,218,712.09

30.00 567,588.53 621,871.21

12,079,244.53 634,081.08

48.57 245,065.63

0.00 0.00

24 61,266.41

25 68,596.17

25 69,045.17

25 88,975.47

25 86,206.68

25 58,493.83

25 86,206.68

25 113,919.53

25 46,770.12

25 51,447.13

25 51,783.87

25 66,731.60

25 62,360.16

25 14,143.28

25 17,679.10

25 22,098.88

25 27,623.60

25 873,042.19

25 6,236.02

25 6,984.34

25 7,822.46

25 8,761.15

25 3,118.01

25 3,367.45

25 63,432.75

25 30,780.97

25 36,318.56

2,278,277.19 119,594.60119,594.60

12,813,857.250.00 0.00 8,000,000.000.00 0.00 -4,813,857.250.00 0.00 -4,694,262.650.00 0.00

0.00 0.00

ABASTO AP BERRINCHECOLECTOR AN TOTAL LPS

73179704.5761,246,339.6755,290,433.5137,751,704.0112,079,244.53

2,278,277.192,847,846.49

###332763.6585

511944.09477.93735.28685.47

1,054.58

0.00 0.00

LINEAS DE BOMBEO AGUA POTABLE , POZO DE PRODUCCION, CISTERNAS EN ZONA BERRINCHE Y ESTABILIZACION TALUD

900,000.00 55,125,000.00

1,215,000.00 123,322,500.00

8,000.00 229,740.00

50,000.00 52,500,000.00

900.00 196,875.00

2,400.00 258,426.00

600.00 26,586.00

400.00 877,800.00

1,000.00 341,390.00

1,000.00 191,992.50

1,400.00 572,222.00 8 0.20

1.00 500,000.00 6 0.15

4.00 1,750,000.00 4 0.10

1.00 1,314,227.25

2,400.00 35,448.00

2,430.00 92,194.20

100.00 215,950.00

1.00 35,000.00

1.00 26,250.00

237,611,600.95 12,473,049.92

0.000.00 0.00

0.00 0.00

900,000.00 55,125,000.00

0.00 0.00

8,000.00 229,740.00

50,000.00 52,500,000.00

900.00 196,875.00

108,051,615.00 5,672,000.79

115.00

150.00

297.03

3.8078.7635.92

185.560.84 0.6566007 656.600699 1.91 3.66 3,008.33 1,750.000.37 0.29182253 291.822533 1.36 1.85 1,556.69 1,250.000.09 0.07295563 72.9556332 0.80 0.65 574.75 850.000.06 0.05066363 50.6636342 0.60 0.36 314.15 650.000.00 0 0 5,453.92 550.00

282.4382.10

6,430.43719.00544.8110.1648.62

2,304.95699.82

2.79126.00

35.92233.55220.79298.07402.39

35,000.00

7,890.00

5,181.37

15,678.00

0.04 0.03242473 9.0813551 33.3366713 255.00

0.02 0.01823891 20.433049 33.7533797 195.08

0.01 0.00810618 18.1627102 21.6688363 109.71

0.01 0.00455973 15.3247867 15.0015021 71.03

0.00 0.00202655 8.5137704 2.08354195 35.13

0.00 0.00012666 0.42568852 0.31253129 35.13

71.9413599 106.156463 233.55

985.92

10,931.56

3,742.07

2,345.00

955.41

482.40

10,811.21

5,000.00

7,500.00

2,500.00

2,750.00

2,768.00

3,567.00

3,456.00

2,345.00

3,456.00

4,567.00

1,875.00

2,062.50

2,076.00

2,675.25

2,500.00

567.00

708.75

885.94

1,107.42

35,000.00

250.00

280.00

313.60

351.23

125.00

135.00

2,543.00

1,234.00

1,456.00

600.00

125.00

1,254.00

195.08

109.71

0.04 0.03242473 12.9698903 0 233.56

0.02 0.01823891 18.2389083 0 25,000.00

0.01 0.00810618 8.10618147 0 250,000.00

39.3149801 750,987.00

1,234.00

20,000.00

15,000.00

165.00

35,255.00

2,525.00

42,356.00

600.00

125.00

1.752010

7.94543.7553.83

33.127548.125

28.7175

201.2547.285

7.94518.1125

2126.2553.83

33.127537.94

28.7175519.8025

47.285

6.65137.83

62.86324.733062.52187.51487.51137.5

962.5494.2525

143.67511253.2525

1258.25953.4175

17.7885.085

4033.66251224.685

4.8825220.5

62.86408.7125386.3825

521.616375704.18210625

6125013807.5

9067.397527436.5

37.9477.8225

107.6775

446.25341.39

191.9925124.3025

61.477561.4775

408.71251725.36

014.77

19130.236548.6225

4103.751671.9675

844.237.94

18919.6175

8750 Postes C-30'

13125 Postes C-35'

4375 Estructuras primarias A-I-2

4812.5 Estructuras primarias A-I-4

4844 Estructuras primarias A-II-1

6242.25 Estructuras primarias A-II-4

6048 Estructuras primarias A-III-1

4103.75 Estructuras primarias A-III-2

7992.25 Estructuras primarias D-III-1

3281.25 Estructuras secundarias B-1

3609.375 Estructuras secundarias S-III-1

3633 Estructuras secundarias S-III-2

4375 Luminarias Lum-S-100 W

992.25 Retenidas E-I-1

1937.98828125 Retenidas E-I-5

61250 Transformadores (13.8/7.968 KV- 120/240 V) 37.5 KVA

437.5 Conductor primario 1/0 ACSR - 1 fase

490 Conductor primario 1/0 ACSR - 2 fase

614.656 Conductor secundario 3/0 WP -2 fase

218.75 Conductor secundario hilo piloto 2 WP

236.25 Conductor meutro 1/0 ACSR

4450.25 Recuperación poste y herraje

2159.5 Recuperación cable

2548 Despeje de línea ENEE

7.94518.1125

53.8333.1275

61.25101.5

28.71751050

218.75107.6775

44.312194.5341.39

191.9925408.7343750

4375001314227.25

14.7737.94

2159.53500026250

288.7561696.25

4418.7574123

61.25101.5

28.71751050

218.75

1.00 CALLES VEHICULARES

1.01 Trazo M2 7.95 134,436.00

1.02 Demolicion carpeta rodaje M3 43.75 104,187.90

1.03 Corte M3 53.83 537,541.29

1.05 Botado de material de demolicion M3 48.13 866,334.41

1.06 Conf. de sub-rasante M2 28.72 104,187.90

1.07 Carpeta concreto Hidraulico M3 1,000.00 15,628.19

1.08 Sub-Base 0.15 M M3 201.25 20,837.58

1.09 Conformacion de aceras y area verde M2 47.29 33,609.00

1.10 Fundicion de Aceras M2 262.50 33,609.00

2.00 LOTES Y PLANTELES

2.01 Trazo M2 7.95 10,000.00

2.02 Limpieza de areas verdes e impermeables M3 18.11 1,000.00

2.03 Restauraciones de aceras M2 21.00 1,000.00

2.04 Restauraciones de areas verdes M3 26.25 5,000.00

2.05 Corte M3 53.83 998,290.98

2.05 Botado de material de limpieza M3 37.94 1,349,042.82

2.06 Conf. de areas verdes M2 28.72 5,000.00

2.07 Aceras esp. 0.10 M M3 519.80 100.00

2.08 Conformacion de aceras M2 47.29 1,000.00

3 RED DE ALCANTARILLADO SANITARIO3.01 Replanteo Red Alcantarillado ML 6.65 11,203.00 8,225.003.02 Excavacion Mat. No Clasificado M3 137.83 23,526.30 17,272.503.03 Atierro Compactado. M3 62.86 20,165.40 14,805.003.04 Relleno con Material Selecto. M3 324.73 3,181.65 2,335.903.05 Recubrimiento de Concreto/acero Tuberia Co M3 3,062.503.06 Tuberia Rebloc 36" ML 2,187.503.07 Tuberia Rebloc 24" ML 1,487.503.08 Tuberia Rebloc 12" ML 1,137.503.09 Tuberia PVC RD-41 10" ML 962.50 3,921.05 2,878.753.10 Tuberia PVC RD-41 8" ML 494.25 7,281.95 5,346.253.11 Tuberia PVC RD-41 4" (acometidas) ML 143.67 6,721.80 4,935.003.12 Pozos de inspeccion sin caida UN 11,253.25 140 1033.13 Caja de registro sencilla UN 1,258.25 14 103.14 Acometidas UN 953.42 1,120.30 822.503.15 Prueba hidrostatica ML 17.78 17,924.80 13,160.003.16 Botado de Material Sobrante. M3 85.09 4,537.21 3,331.133.17 Suministro e Instalacion de Casquete Metali UN 4,033.66 70 513.18 Suministro e Instalacion de Casquete Concr UN 1,224.69 70 51

4.00 ALCANTARILLADO PLUVIAL4.01 Replanteo Red Alcantarillado Ml 4.88 11,203.00 8,225.004.02 Excavacion Mat. No Clasificado M3 220.50 23,526.30 17,272.50

4.03 Atierro Compactado. M3 62.86 20,165.40 14,805.004.04 Relleno con Material Selecto. M3 408.71 3,360.90 2,467.504.05 Tuberia Rebloc 36" ML 386.38 1,120.30 822.504.06 Tuberia Rebloc 24" ML 521.62 2,800.75 2,056.254.07 Tuberia Rebloc 12" ML 704.18 7,281.95 5,346.254.08 Cajas Canales Cerrados Zona Mercados ML 61,250.00 160.00

4.09 Sumin. e Insta. Tub. CONC. 36" en cabezal ML 13,807.50 5.00 10.00

4.10 Cabezal de descarga para tuberia 36# UN 9,067.40 5.00 10.00

4.11 Demolicion de estribos y recosntruccion UN 27,436.50 1.00

4.12 Botado de Material Sobrante. M3 37.94 3361 2468

4.13 Prueba Hidrostatica. Ml 77.82 11203 8225

5.00 RED DE DISTRIBUCION AGUA POTABLE ml 11203 8225

5.01 Excavacion no clasificada M3 107.68 4201 3084

5.02 Aterrado y compactado M3 44.31 1400 1028

5.03 Sumin. e Insta. tuberia PVC RD-26 8" Ml 446.25 280.08 1,028.13

5.08 Sumin. e Insta. tuberia PVC RD-26 1/2" Ml 61.48 3,360.90 2,467.50

5.10 Conexiones domiciliarias Un 1,725.36 1,120.30 822.50

5.11 Accesorios Gl 350,000.00 0.50 0.50

5.14 Suministro e instalalcioon de valvula 2" Un 1,671.97 22 16

5.15 Caja de valvulas Un 844.20 46 34

5.17 Hidrante Un 18,919.62 15.00 15.00

6.00 Sistema Electrico

6.01 Postes C-30' Un 8,750.00 28 21

6.02 Postes C-35' Un 13,125.00

6.10 Estructuras primarias D-III-1 Un 7,992.25 14 11

6.11 Estructuras secundarias B-1 Un 3,281.25 14 11

6.15 Luminarias Lum-S-100 W GL 4,375.00 14 11

6.16 Retenidas E-I-1 GL 992.25 14 11

6.17 Retenidas E-I-3 GL 1,240.31 14 11

6.18 Retenidas E-I-4 GL 1,550.39 14 11

6.19 Retenidas E-I-5 GL 1,937.99 14 11

6.20 Transformadores (13.8/7.968 KV- 120/240 V GL 61,250.00 14 11

6.24 Conductor secundario 3/0 WP -2 fase ML 614.66 14 11

6.25 Conductor secundario hilo piloto 2 WP ML 218.75 14 11

6.26 Conductor meutro 1/0 ACSR ML 236.25 14 11

6.27 Recuperación poste y herraje Un 4,450.25 14 11

6.28 Recuperación cable ML 2,159.50 14 11

6.29 Despeje de línea ENEE GL 2,548.00 14 11

7.00 Sistema Telefonia y datos

7.03 Restauracion de Pozos Un

7.04 Reconstruccion de Pozos Un

7.05 Achicamiento en pozos Un

7.06 Reconecciones Estructuras primarias A-II-4 Un

7.10 Estructuras primarias D-III-1 Un

7.11 Estructuras secundarias B-1 Un

7.15 Luminarias Lum-S-100 W GL

7.20 Transformadores (13.8/7.968 KV- 120/240 V GL

7.24 Conductor secundario 3/0 WP -2 fase ML

7.25 Conductor secundario hilo piloto 2 WP ML

7.26 Conductor meutro 1/0 ACSR ML

7.27 Recuperación poste y herraje Un

7.28 Recuperación cable ML

7.29 Despeje de línea ENEE GL

8.00 Restauracion ecologica lecho rio Choluteca

8.01 Estabilizacion Berrinche Un

8.02 Obras de mitigacion en cauze Un

9.00 AREA MUNICIPAL

Area municipal GL 100,000.00

Total area municipal

TOTALAREA PREDIAL M2AREA TOTAL M2PRECIO URB TOTAL LPS/M2 TOPOGRAFIA TERRENO INCLINADOPRECIO URB PREDIAL LPS/M2 TOPOGRAFIA TERRENO INCLINADOPRECIO URB TOTAL LPS/VRS2 TOPOGRAFIA TERRENO INCLINADOPRECIO URB PREDIAL LPS/VRS2 TOPOGRAFIA TERRENO INCLINADOINCLINADO HASTA PENDIENTES DE 30%

3.00 LOTES

3.01 Trazo M2 7.95

3.02 Desencape 15 cm material existente M3 18.11

3.03 Corte M3 53.83

3.04 Relleno compactado M3 33.13

3.05 Botado de material de limpieza abundado M3 37.94

7.02 Botado de Material Excavado M3 101.50 1,215,000.00

7.06 Excavacion no clasificada M3 107.68 2,400.00

7.07 Aterrado y compactado M3 44.31 600.00

7.08 Sumin. e Insta. tuberia PVC RD-26 8" Ml 2,194.50 400.00

7.11 Relleno de Material Selecto Un 408.73 1,400.00

7.12 Accesorios Gl 500,000.00 1.00

7.13 Pozo de produccion de agua potable Gl 437,500.00 4.00

7.14 Cisterna 100,000 gal Gl 1,314,227.25 1.00

7.15 Prueba hidrostatica Ml 14.77 2,400.00

7.16 Botado de Material Sobrante. M3 37.94 2,430.00

7.17 Cerco permetral bloque y malla ciclon metal GL 2,159.50 100.00

7.18 Bodega Gl 35,000.00 1.00

7.19 Caseta vigilancia Gl 26,250.00 1.00

8.01 Sumin. e Insta. tuberia PVC RD-50 6" ML 288.75

8.02 Tanques septicos Un 61,696.25

8.03 Implementacion de secado de lodos Un 4,418.75

8.04 Bodegas , casetas y cerco perimetral Un 74,123.00

7.02 Botado de Material Excavado M3 101.50

ABASTO AP BERRINCHECOLECTOR AN TOTAL Lps.

134,436.00 1,068,094.02

104,187.90 4,558,220.63

537,541.29 28,935,847.88

268,770.65 8,903,699.62

866,334.41 41,692,343.61

104,187.90 2,992,016.02

15,628.19 15,628,185.00

20,837.58 4,193,562.98

33,609.00 1,589,201.57

33,609.00 8,822,362.50

109,561,171.31 5,751,242.59

10,000.00 79,450.00

1,000.00 18,112.50

1,000.00 21,000.00

5,000.00 131,250.00

998,290.98 53,738,003.21

499,145.49 16,535,442.15

1,349,042.82 51,182,684.47

5,000.00 143,587.50

100.00 51,980.25

1,000.00 47,285.00

121,948,795.08 6,401,511.55

4,000.00 23,428.00 155,796.206,000.00 46,798.80 6,450,278.602,000.00 36,970.40 2,323,959.34

5,517.55 1,791,714.665,453.92 5,453.92 16,702,617.94 36 0.911,000.00 1,000.00 2,187,500.00 24 0.611,000.00 1,000.00 1,487,500.00 12 0.301,000.00 1,000.00 1,137,500.00 10 0.251,000.00 7,799.80 7,507,307.50 0.00

12,628.20 6,241,519.4211,656.80 1,674,790.74

50 292.85 3,295,514.9924.29 30,556.60

1,942.80 1,852,299.5231,084.80 552,687.74

5,400.00 13,268.34 1,128,936.7125 146.43 590,629.0325 146.43 179,324.50

55,290,433.51 2,902,384.96

19,428.00 94,857.2140,798.80 8,996,135.40

34,970.40 2,198,239.345,828.40 2,382,139.931,942.80 750,663.924,857.00 2,533,490.73

12,628.20 8,892,552.47160.00 9,800,000.00

15.00 207,112.50

15.00 136,010.96

1.00 27,436.50

5,828.40 221,129.50

19,428.00 1,511,935.53

37,751,704.01 1,981,716.75

7,285.50 784,484.43

2,428.50 107,606.84

1,308.20 583,784.25 8 0.20

2,970.93 1,014,244.09 6 0.15

4,913.73 943,398.35 4 0.10

6,650.90 826,723.50 3 0.08

5,229.25 321,481.22 2 0.05

5,828.40 358,315.46 0.5 0.01

4,678.90 1,912,325.81

1,942.80 3,352,029.41

1.00 350,000.00

19,428.00 286,951.56

9.71 185,831.05

14.57 95,419.98

17.49 71,754.89

38.86 64,965.97

80.63 68,064.64

4,857.00 184,274.58 6,218,712.09

30.00 567,588.53 621,871.21

12,079,244.53 634,081.08

48.57 245,065.63

0.00 0.00

24 61,266.41

25 68,596.17

25 69,045.17

25 88,975.47

25 86,206.68

25 58,493.83

25 86,206.68

25 113,919.53

25 46,770.12

25 51,447.13

25 51,783.87

25 66,731.60

25 62,360.16

25 14,143.28

25 17,679.10

25 22,098.88

25 27,623.60

25 873,042.19

25 6,236.02

25 6,984.34

25 7,822.46

25 8,761.15

25 3,118.01

25 3,367.45

25 63,432.75

25 30,780.97

25 36,318.56

2,278,277.19 119,594.60119,594.60

17,910,126.130.00 0.00 8,000,000.000.00 0.00 -9,910,126.130.00 0.00 -9,790,531.530.00 0.00

0.00 0.00

ABASTO AP BERRINCHECOLECTOR AN TOTAL LPS

109561171.31###

55,290,433.5137,751,704.0112,079,244.53

2,278,277.192,847,846.49

###332763.6585

511944.09667.57

1,027.03957.46

1,473.02

0.00 0.00

900,000.00 55,125,000.00

1,215,000.00 123,322,500.00

8,000.00 229,740.00

50,000.00 52,500,000.00

900.00 196,875.00

2,400.00 258,426.00

600.00 26,586.00

400.00 877,800.00

1,000.00 341,390.00

1,000.00 191,992.50

1,400.00 572,222.00 8 0.20

1.00 500,000.00 6 0.15

4.00 1,750,000.00 4 0.10

1.00 1,314,227.25

2,400.00 35,448.00

2,430.00 92,194.20

100.00 215,950.00

1.00 35,000.00

1.00 26,250.00

237,611,600.95 12,473,049.92

0.000.00 0.00

0.00 0.00

900,000.00 55,125,000.00

0.00 0.00

8,000.00 229,740.00

50,000.00 52,500,000.00

900.00 196,875.00

108,051,615.00 5,672,000.79

115.00

150.00

297.03

3.8078.7635.92

185.560.84 0.6566007 656.600699 1.91 3.66 3,008.33 1,750.000.37 0.29182253 291.822533 1.36 1.85 1,556.69 1,250.000.09 0.07295563 72.9556332 0.80 0.65 574.75 850.000.06 0.05066363 50.6636342 0.60 0.36 314.15 650.000.00 0 0 5,453.92 550.00

282.4382.10

6,430.43719.00544.8110.1648.62

2,304.95699.82

2.79126.00

35.92233.55220.79298.07402.39

35,000.00

7,890.00

5,181.37

15,678.00

0.04 0.03242473 9.0813551 33.3366713 255.00

0.02 0.01823891 20.433049 33.7533797 195.08

0.01 0.00810618 18.1627102 21.6688363 109.71

0.01 0.00455973 15.3247867 15.0015021 71.03

0.00 0.00202655 8.5137704 2.08354195 35.13

0.00 0.00012666 0.42568852 0.31253129 35.13

71.9413599 106.156463 233.55

985.92

10,931.56

3,742.07

2,345.00

955.41

482.40

10,811.21

5,000.00

7,500.00

2,500.00

2,750.00

2,768.00

3,567.00

3,456.00

2,345.00

3,456.00

4,567.00

1,875.00

2,062.50

2,076.00

2,675.25

2,500.00

567.00

708.75

885.94

1,107.42

35,000.00

250.00

280.00

313.60

351.23

125.00

135.00

2,543.00

1,234.00

1,456.00

600.00

125.00

1,254.00

195.08

109.71

0.04 0.03242473 12.9698903 0 233.56

0.02 0.01823891 18.2389083 0 25,000.00

0.01 0.00810618 8.10618147 0 250,000.00

39.3149801 750,987.00

1,234.00

20,000.00

15,000.00

165.00

35,255.00

2,525.00

42,356.00

600.00

125.00

1.752010

7.94543.7553.83

33.127548.125

28.7175

201.2547.285

7.94518.1125

2126.2553.83

33.127537.94

28.7175519.8025

47.285

6.65137.83

62.86324.733062.52187.51487.51137.5

962.5494.2525

143.67511253.2525

1258.25953.4175

17.7885.085

4033.66251224.685

4.8825220.5

62.86408.7125386.3825

521.616375704.18210625

6125013807.5

9067.397527436.5

37.9477.8225

107.6775

446.25341.39

191.9925124.3025

61.477561.4775

408.71251725.36

014.77

19130.236548.6225

4103.751671.9675

844.237.94

18919.6175

8750 Postes C-30'

13125 Postes C-35'

4375 Estructuras primarias A-I-2

4812.5 Estructuras primarias A-I-4

4844 Estructuras primarias A-II-1

6242.25 Estructuras primarias A-II-4

4103.75 Estructuras primarias A-III-2

7992.25 Estructuras primarias D-III-1

3281.25 Estructuras secundarias B-1

3633 Estructuras secundarias S-III-2

4375 Luminarias Lum-S-100 W

1937.98828125 Retenidas E-I-5

61250 Transformadores (13.8/7.968 KV- 120/240 V) 37.5 KVA

490 Conductor primario 1/0 ACSR - 2 fase

614.656 Conductor secundario 3/0 WP -2 fase

218.75 Conductor secundario hilo piloto 2 WP

236.25 Conductor meutro 1/0 ACSR

4450.25 Recuperación poste y herraje

2159.5 Recuperación cable

2548 Despeje de línea ENEE

7.94518.1125

53.8333.1275

61.25101.5

28.71751050

218.75107.6775

44.312194.5341.39

191.9925408.7343750

4375001314227.25

14.7737.94

2159.53500026250

288.7561696.25

4418.7574123

61.25101.5

28.71751050

218.75

PRIMER ETAPA SEGUNDA ETAPACLL CORTE RELLENCORTE RELLENO CORTE RELLENO

1 24256.43 3819 24256.43 3819.1823 59222.28 602.63 2220.23 04 4710.19 273.03 4710.19 273.035 23135.22 1889 23135.22 1889.356 12004.11 358.14 12004.11 358.147 11187.89 135.42 11187.89 135.428 3275.66 28.25 3275.66 28.259 1924.78 0.4 1924.78 0.4

10 1822.85 0 1822.85 011 1082.8 14.09 1082.8 14.0912 11684.87 3129 11684.87 3128.691314 1688.28 1024.8 1688.28 1024.815 114.68 2194.7 114.68 2194.716 9285.52 1799 9285.52 1798.7317 952.07 1443 952.07 1443.16

17A 3290.95 980.25 3290.95 980.2518 1078.43 116.1 1078.43 116.119 4390.38 759.78 4390.38 759.78

19A 4681.58 567.56 4681.58 567.5620 1316.83 0 1316.83 021 17026.43 571.84 8051.51 174.4122 8496.89 28.74 8496.89 28.7423 2814.77 49.21 2814.77 49.2124 5003.86 22.16 5003.86 22.162526 29489.73 37.4427 2652.42 141528

246589.9 21259 148470.78 18806.15 98119.12 2452.98225330.77 129664.63 95666.14

tipicas ancho troca aceras area verde20 14 3 012 9 1.5 0

dimenciones 7.3 0.15 0.15

Conf. Carpeta Conformacion AVE long tipica Trazo sub-rasante Base 0.20 M CONCRETO HIDRBordillo de aceras CIPAL 20 - - - - -

1 1213.00 12 14,556.00 11,280.90 2,256.18 2,426.00 3,639.00 2 1316.00 12 15,792.00 12,238.80 2,447.76 2,632.00 3,948.00 3 1304.00 12 15,648.00 12,127.20 2,425.44 2,608.00 3,912.00 4 1396.00 12 16,752.00 12,982.80 2,596.56 2,792.00 4,188.00 5 1406.00 12 16,872.00 13,075.80 2,615.16 2,812.00 4,218.00 6 1476.00 12 17,712.00 13,726.80 2,745.36 2,952.00 4,428.00 7 1412.00 12 16,944.00 13,131.60 2,626.32 2,824.00 4,236.00 8 1680.00 12 20,160.00 15,624.00 3,124.80 3,360.00 5,040.00

11,203.00 134,436.00 104,187.90 20,837.58 - 22,406.00 33,609.00

Conf. Carpeta Conformacion cll long tipica Trazo sub-rasante Base 0.20 M CONCRETO HIDRBordillo de aceras CIPAL 20 - - - - -

1 550.00 12 6,600.00 5,115.00 1,023.00 1,100.00 1,650.00 2 505.00 12 6,060.00 4,696.50 939.30 1,010.00 1,515.00 3 570.00 12 6,840.00 5,301.00 1,060.20 1,140.00 1,710.00 4 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 5 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 6 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 7 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 8 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 9 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00

10 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00

11 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 12 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 13 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00 14 600.00 12 7,200.00 5,580.00 1,116.00 1,200.00 1,800.00

8225.00 98,700.00 76,492.50 15,298.50 - 16,450.00 24,675.00

Aceras t=7.5 cm Area verde (grama) - 3,639.00 3,948.00 3,912.00 4,188.00 4,218.00 4,428.00 4,236.00 5,040.00

- 33,609.00

Aceras t=7.5 cm Area verde (grama) - 1,650.00 1,515.00 1,710.00 1,800.00 1,800.00 1,800.00 1,800.00 1,800.00 1,800.00 1,800.00

1,800.00 1,800.00 1,800.00 1,800.00

- 24,675.00

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Transcript of Esenariosde Costos Urba Para Dif Topografia

Urba Imprimir

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topografia y topografia 2

MA TOPOGRAFIA Ejercicios y Practicas de Topografia JULIO OJEDA

ARQUITETURAARQUITETURA E TOPOGRAFIA E TOPOGRAFIA …

Informe topografia

Indicadors entorn urba

Londres Urba Expo

Urba y remo junio

Comentari Planol Urba

Creixement, demografia, i transformació urba

Estudio de casos Urba

2 urba&remo USAC

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Contrasts Rural Urba

El sistema urba

Topografia xi

El cicle urba de l'aigua

Planol urba mallorca (2)

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