7/25/2019 Presupuesto de Instalacion de Puentes San Martin-Amazonas (2)

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ITEM ACTIVIDADES UND PU

METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR. S/. METR.

01 INSTALACIONES PROVISIONALES 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.40 13,700.4001.01 CARTEL DE IDENTIFICACION und 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.00 2,800.00 1.0001.02 CAMPAMENTOS m2 80.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.00 3,200.00 40.0001.03 SEALIZACION Y SEGURIDAD VIAL mes 3,850.20 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00 7,700.40 2.00

02 TRABAJOS PRELIMINARES 44,690.35 60,270.34 44,690.35 44,690.35 60,270.34 60,270.34 44,690.35 44,690.35 44,690.35 44,690.35 44,690.35 44,690.35 44,690.35 44,690.35

0 2. 01 M OV IL IZ AC IO N Y DE SM OV IL IZ AC IO N D E E QU IP OS Y M AQ UI NA RI AS g lb 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00 2,450.20 1.00

02.02 FLETE TERRESTE ton 745.00 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47 31,640.15 42.47

02.03 TRAZO Y REPLANTEO m2 2.65 4,000.00 10,600.00 4,000.00 10,600.00 4,000.00 10,600.00 4,000.00 10,600.00 4,000.00 10,600.00 4,000.00 10,600.00 4,000.00 10,600.00 4,000.00 10,600.00 ###### 10,600.00 ###### 10,600.00 ###### 10,600.00 ###### 10,600.00 ###### 10,600.00 ###### 10,600.00 ######02.04 DESMONTAJE DE PUENTE EXISTENTE m2 68.00 - - 229.12 15,579.99 - - - - 229.12 15,579.99 229.12 15,579.99 - - - - - - - - - - - - - - - - 229.1203 INSTALACION DE PUENTE MODULAR

03.01 MOVIMIENTO DE TIERRAS 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54 3,894.54

03.01. 01 EXCAVACI ON CON M AQUINARIA PARA DADO DE ANCLAJE m 3 21.40 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60 1,917.44 89.60

0 3. 01 .0 2 R EL LE NO Y C OM P AC TA CI ON C ON M A TE RI AL P R OP IO S EL EC CI ON AD O m 3 35.60 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11 929.52 26.11

03.01.03 ELIMINACION DE MATERIAL EXCEDENTE DM=1 KM. m3 16.50 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49 1,047.59 63.49

0 3. 02 C ON CR ET O S IM PL E 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80 39,448.80

03.02.01 SOLADO E=2" MEZC. 1:12 CEMENTO HORMIGON m2 289.60 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50 15,204.00 52.50

03 .0 2. 02 C ON CR ETO CI CLO PE O f 'c= 14 0kg /c m2 + 3 0% P. G. E N S EC O m 3 318.20 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00 20,364.80 64.00

03.02.03 ENCOFRADO Y DESENCOFRADO NORMAL m2 48.50 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00 3,880.00 80.00

0 3. 03 C ON CR ET O A RM AD O 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71 5,275.71

03.03.01 CONCRETO EN PARAPETOS fc = 210 kg/cm2 m3 488.50 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84 1,875.84 3.84

03.03.02 ENCOFRADO Y DESENCOFRADO DE PARAPETOS CARAVISTA m2 51.20 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56 1,359.87 26.56

03.03.03 ACERO DE REFUERZO fy=4,200 kg/cm2. kg 5.10 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00 2,040.00 400.00. SUPERESTRUCTURA(TRANSPORTE YMONTAJE) 168,514.38 168,514.38 84,221.59 93,351.50 120,409.49 93,351.50 93,351.50 110,516.89 110,516.89 110,516.89 93,351.50 93,351.50 84,221.59 84,221.59

03.04.01 MONTAJE DE ESTRUCTURA METALICA ton 745.00 64.54 48,082.30 64.54 48,082.30 30.29 22,566.05 34.36 25,598.20 45.26 33,718.70 34.36 25,598.20 34.36 25,598.20 40.85 30,433.25 40.85 30,433.25 40.85 30,433.25 34.36 25,598.20 34.36 25,598.20 30.29 22,566.05 30.29 22,566.05 57.58

03.04.02 LANZAMIENTO DE ESTRUCTURA METALICA ton 753.22 64.54 48,612.82 64.54 48,612.82 30.29 22,815.03 34.36 25,880.64 45.26 34,090.74 34.36 25,880.64 34.36 25,880.64 40.85 30,769.04 40.85 30,769.04 40.85 30,769.04 34.36 25,880.64 34.36 25,880.64 30.29 22,815.03 30.29 22,815.03 57.58

03.04.03 DESMONTAJE DE NARIZ DE LANZAMIENTO ton 545.00 23.73 12,930.47 23.73 12,930.47 16.23 8,842.97 16.23 8,842.97 18.85 10,270.87 16.23 8,842.97 16.23 8,842.97 18.85 10,270.87 18.85 10,270.87 18.85 10,270.87 16.23 8,842.97 16.23 8,842.97 16.23 8,842.97 16.23 8,842.97 21.13

03.04.04 TRANSPORTE DE ESTRUCTURA METALICA ACROW ton 745.00 64.54 48,082.30 64.54 48,082.30 30.29 22,566.05 34.36 25,598.20 45.26 33,718.70 34.36 25,598.20 34.36 25,598.20 40.85 30,433.25 40.85 30,433.25 40.85 30,433.25 34.36 25,598.20 34.36 25,598.20 30.29 22,566.05 30.29 22,566.05 57.58

03.04.05 TRANSPORTE DE NARIZ DE LANZAMIENTO ton 450.00 23.73 10,676.53 23.73 10,676.53 16.23 7,301.53 16.23 7,301.53 18.85 8,480.53 16.23 7,301.53 16.23 7,301.53 18.85 8,480.53 18.85 8,480.53 18.85 8,480.53 16.23 7,301.53 16.23 7,301.53 16.23 7,301.53 16.23 7,301.53 21.13

03 .0 4. 06 S UM IN IS TR O Y C OLO CA DO D E A NGU LO S, P LAT OS Y P ER NOS un d 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00 129.96 1.00

04 TRABAJOS COMPLEMENTARIOS

04.01 LOSADE APROXIMACION 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78 15,887.78

04.01.01 CONCRETO f'c=210 kg/cm2 m3 488.50 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96 6,330.96 12.96

04.01.02 ENCOFRADO Y DESENCOFRADO NORMAL m2 48.50 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40 795.40 16.40

04.01.03 ACERO CORRUGADO FY= 4200 kg/cm2 GRADO 60 kg 5.10 1,717.93 8,761.42 1,717.93 8,761.42 1,717.93 8,761.42 1,717.93 8,761.42 1,717.93 8,761.42 1,717.93 8,761.42 1,717.93 8,761.42 1,717.93 8,761.42 ###### 8,761.42 ###### 8,761.42 ###### 8,761.42 ###### 8,761.42 ###### 8,761.42 ###### 8,761.42 ######

04.02 MUROS CONTRAIMPACTO 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52 2,256.52

04.02.01 CONCRETO EN PARAPETOS fc = 210 kg/cm2 m3 488.50 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44 703.44 1.44

04 .0 2. 02 EN CO FR AD O Y DE SE NC OF RA DO DE PA RA PE TO S C ARA VI ST A m 2 51.20 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48 638.98 12.48

04.02.03 ACERO CORRUGADO FY= 4200 kg/cm2 GRADO 60 kg 5.10 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40 593.64 116.40

04.02.04 PINTURA EN PARAPETOS m2 24.50 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08 320.46 13.08

05 SEALIZACION YSEGURIDAD VIAL 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00 4,940.00

0 5. 01 S E AL ES I NF OR MA TI VA S u nd 2,005.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.00 4,010.00 2.0005.02 SEAL PREVENTIVA und 465.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00 930.00 2.00

TOTAL COSTO DIRECTO 298,608.47 314,188.46 214,315.69 223,445.59 266,083.58 239,025.58 223,445.59 240,610.99 240,610.99 240,610.99 223,445.59 223,445.59 214,315.69 214,315.69GASTOS GENERALES (%) 14.81% 44,234.26 46,542.20 31,747.58 33,100.04 39,416.20 35,407.97 33,100.04 35,642.83 35,642.83 35,642.83 33,100.04 33,100.04 31,747.58 31,747.58UTILIDAD 10.00% 29,860.85 4,654.22 3,174.76 3,310.00 3,941.62 3,540.80 3,310.00 3,564.28 3,564.28 3,564.28 3,310.00 3,310.00 3,174.76 3,174.76

SUB TOTAL 372,703.58 365,384.88 249,238.03 259,855.63 309,441.40 277,974.35 259,855.63 279,818.10 279,818.10 279,818.10 259,855.63 259,855.63 249,238.03 249,238.03IGV 18% 67,086.64 65,769.28 44,862.84 46,774.01 55,699.45 50,035.38 46,774.01 50,367.26 50,367.26 - 46,774.01 46,774.01 44,862.84 44,862.84

TOTAL PRESUPUESTO 439,790.23 431,154.16 294,100.87 306,629.65 365,140.85 328,009.74 306,629.65 330,185.36 330,185.36 279,818.10 306,629.65 306,629.65 294,100.87 294,100.87

PUENTE 11MIRAFLORES

P UE NT E 12 N UE VOTRUJILLO

PUENTE 13AMIIO

PUENTE 14YACUSISA

PUPONACILL

PROPUESTA ECONMICA

PUENTE 01CHALLUAYACU

PUENTE 02PINDICUCHO

PUENTE 03EL MOLINO

PUENTE 04SAN JUAN

PUENTE 05QUEBRADA FLORA

PUENTE 06RIO CHUMANAL

PUENTE 07UQUIHUA II

PUENTE 08MASHUYACU

PUENTE 09MISQUIPANGA II

PUENTE 10 RIONEGRO

7/25/2019 Presupuesto de Instalacion de Puentes San Martin-Amazonas (2)

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