16
HOJA DE METRADOS MURO DE CO PROYECTO PASO DE FRONTERA DESAGUADERO (PERU-BOLIVIA) Y COMPONENTES TRANSVERSAL OBRA CONSTRUCCIÓN DEL CENTRO BINACIONAL DE ATENCIÓN EN FRONTERA (CEBAF) - DE UBICACIÓ DESAGUADERO - CHUCUITO - PUNO FECHA ABRIL DEL 2014 PARTIDA UND CODIGO DESCRIPCION 01.00.00 OBRAS PRELIMINARES 01.01.00 TRAZO Y REPLANTEO CON EQUIPO M Borde 01 - Lote 01 Borde 02 - Lote 01 Borde 03 - Lote 01 Borde 01 - Lote 02 Borde 02 - Lote 02 Borde 03 - Lote 02 02.00.00 MOVIMIENTO DE TIERRAS 02.01.00 EXCAVACIÓN DE TERRENO COMPACTADO HASTA SUBRASANTE M3 Borde 01 - Lote 01 Borde 02 - Lote 01 Borde 03 - Lote 01 Borde 01 - Lote 02 Borde 02 - Lote 02 Borde 03 - Lote 02 02.02.00 NIVELACIÓN DE TERRENO M2 Borde 01 - Lote 01 Muro 0 Muro 1' Muro 2' Muro 3' Muro 4' Borde 02 - Lote 01 Muro 1' Muro 2' Muro 3' Borde 03 - Lote 01 Muro 0

Comprobacion Metrados

Embed Size (px)

DESCRIPTION

Ejemplo de metrados para la construccion de muros reforzados

Citation preview

Hoja1

HOJA DE METRADOS MURO DE CONTENSIN

PROYECTO:PASO DE FRONTERA DESAGUADERO (PERU-BOLIVIA) Y COMPONENTES TRANSVERSALES EN MARCO DEL PROGRAMA DE PASOS DE FRONTERA PERU IIRSA.OBRA:CONSTRUCCIN DEL CENTRO BINACIONAL DE ATENCIN EN FRONTERA (CEBAF) - DESAGUADEROHOJA N :UBICACIN:DESAGUADERO - CHUCUITO - PUNOHECHO POR : FECHA:ABRIL DEL 2014REV. POR :Ing. Heriberto A. Martel Quintana

PARTIDAUNDN devecesMEDIDASRESULTADOSCODIGODESCRIPCIONNBaseLongitudAlturaPARCIALTOTAL

01.00.00OBRAS PRELIMINARES01.01.00TRAZO Y REPLANTEO CON EQUIPOM1,849.80Borde 01 - Lote 0101350.00350.00Borde 02 - Lote 0101205.10205.10Borde 03 - Lote 0101413.00413.00Borde 01 - Lote 0201423.00423.00Borde 02 - Lote 020198.3098.30Borde 03 - Lote 0201360.40360.40

02.00.00MOVIMIENTO DE TIERRAS02.01.00EXCAVACIN DE TERRENO COMPACTADO HASTA SUBRASANTEM35,992.50Borde 01 - Lote 01012.50418.61046.50Borde 02 - Lote 01012.5089.8224.50Borde 03 - Lote 01012.50436.61091.50Borde 01 - Lote 02012.50626.71566.75Borde 02 - Lote 02012.50170.4426.00Borde 03 - Lote 02012.50654.91637.25

02.02.00NIVELACIN DE TERRENOM23,438.31Borde 01 - Lote 01611.92350.00Muro 0101.2510.23127.88104.48102.30011.252.182.732.18Muro 1'041.5510.2363.4363.42640.92Muro 2'071.8010.23128.9071.61Muro 3'052.0510.23104.8651.15Muro 4'082.2510.23184.1481.84

Borde 02 - Lote 01339.20205.10Muro 1'131.5510.23206.13142.08142.05132.99011.559.0614.049.06Muro 2'041.8010.2373.6640.9240.9240.92Muro 3'022.0510.2341.9422.1222.1320.46012.051.673.421.67

Borde 03 - Lote 01413.00Muro 0061.2510.2376.7365.2365.1861.38011.253.804.753.80Muro 1'121.5510.23190.28122.76Muro 2'051.8010.2392.0751.15Muro 3'172.0510.23356.52173.91

Borde 01 - Lote 02423.00Muro 0061.2510.2376.7364.9564.9561.38011.253.574.463.57Muro 1'031.5510.2347.5730.69Muro 2'071.8010.23128.9071.61Muro 3'152.0510.23314.57153.45Muro 4'102.2510.23230.18102.30

Borde 02 - Lote 0298.30Muro 3'072.0510.23146.8071.61Muro 4'022.2510.2346.0426.7526.6920.46012.256.2314.02 6.23

Borde 03 - Lote 02360.40Muro 1'031.5510.2347.5733.0433.0430.69011.552.353.642.35Muro 2'031.8010.2355.2430.69Muro 3'082.0510.23167.7781.84Muro 4'212.2510.23483.37214.83

02.03.00TRANSPORTE DE MATERIAL EXCEDENTE A DMEM32,750.475992.5IGUAL AL VOLUMEN DE TODO EL MURO (CONCRETO) esp=1.3012750.472750.471771.915742115.746642750.47063203.00.00CONCRETO SIMPLE03.01.00CONCRETO F'C=200 KG/CM2 SOLADOS E=4"M23,438.31Borde 01 - Lote 01Muro 0101.2510.23127.88011.252.182.73Muro 1'041.5510.2363.43Muro 2'071.8010.23128.90Muro 3'052.0510.23104.86Muro 4'082.2510.23184.14

Borde 02 - Lote 01Muro 1'131.5510.23206.13011.559.0614.04Muro 2'041.8010.2373.66Muro 3'022.0510.2341.94012.051.673.42

Borde 03 - Lote 01Muro 0061.2510.2376.73011.253.804.75Muro 1'121.5510.23190.28Muro 2'051.8010.2392.07Muro 3'172.0510.23356.52

Borde 01 - Lote 02Muro 0061.2510.2376.73011.253.574.46Muro 1'031.5510.2347.57Muro 2'071.8010.23128.90Muro 3'152.0510.23314.57Muro 4'102.2510.23230.18

Borde 02 - Lote 02Muro 3'072.0510.23146.80Muro 4'022.2510.2346.04012.256.2314.02

Borde 03 - Lote 02000.000.00Muro 1'031.5510.2347.57011.552.353.64Muro 2'031.8010.2355.24Muro 3'082.0510.23167.77Muro 4'212.2510.23483.37

04.00.00CONCRETO ARMADO04.01.00ENCOFRADO Y DESENCOFRADO NORMAL EN BASEM28,186.20Borde 01 - Lote 011,441.96Muro 010 2 Lados10.231.30265.98265.9801 2 Lados2.181.305.675.668Muro 1'04 2 Lados10.231.70139.13139.128Muro 2'07 2 Lados10.232.10300.76300.762Muro 3'05 2 Lados10.232.50255.75255.75Muro 4'08 2 Lados10.232.90474.67474.6720Borde 02 - Lote 01765.480Muro 1'13 2 Lados10.231.70452.17452.16601 2 Lados9.061.7030.8030.804Muro 2'04 2 Lados10.232.10171.86171.864Muro 3'02 2 Lados10.232.50102.30102.301 2 Lados1.672.508.358.350Borde 03 - Lote 011,671.230Muro 006 2 Lados10.231.30159.59159.58801 2 Lados3.801.309.889.88Muro 1'12 2 Lados10.231.70417.38417.384Muro 2'05 2 Lados10.232.10214.83214.83Muro 3'17 2 Lados10.232.50869.55869.550Borde 01 - Lote 021,934.570Muro 006 2 Lados10.231.30159.59159.58801 2 Lados3.571.309.289.282Muro 1'03 2 Lados10.231.70104.35104.346Muro 2'07 2 Lados10.232.10300.76300.762Muro 3'15 2 Lados10.232.50767.25767.25Muro 4'10 2 Lados10.232.90593.34593.340Borde 02 - Lote 02512.850Muro 3'07 2 Lados10.232.50358.05358.05Muro 4'02 2 Lados10.232.90118.67118.66801 2 Lados6.232.9036.1336.1340Borde 03 - Lote 021,683.660Muro 1'03 2 Lados10.231.70104.35104.34601 2 Lados2.351.707.997.99Muro 2'03 2 Lados10.232.50153.45153.45Muro 3'08 2 Lados10.232.10343.73343.728Muro 4'21 2 Lados10.232.501074.151074.15

Laterales de cada bloqueMuro 025 1 LadosArea = 0.5814.38176.44Muro 1'37 1 LadosArea = 0.7527.75Muro 2'26 1 LadosArea = 0.9123.74Muro 3'55 1 LadosArea = 1.0859.13Muro 4'42 1 LadosArea = 1.2351.45

04.02.00CONCRETO PREMEZCLADO F'C=280 KG/CM2M31,771.92Borde 01 - Lote 01Muro 010Area = 0.5810.2358.8258.822501Area = 0.582.181.251.2535Muro 1'04Area = 0.7510.2330.6930.69Muro 2'07Area = 0.9110.2365.3865.37993Muro 3'05Area = 1.0810.2354.9954.98625Muro 4'08Area = 1.2310.23100.25100.2540Borde 02 - Lote 010Muro 1'13Area = 0.7510.2399.7499.742501Area = 0.759.066.806.795Muro 2'04Area = 0.9110.2337.3637.35996Muro 3'02Area = 1.0810.2321.9921.994501Area = 1.081.671.801.795250Borde 03 - Lote 010Muro 006Area = 0.5810.2335.2935.293501Area = 0.583.802.192.185Muro 1'12Area = 0.7510.2392.0792.07Muro 2'05Area = 0.9110.2346.7046.69995Muro 3'17Area = 1.0810.23186.95186.953250Borde 01 - Lote 020Muro 006Area = 0.5810.2335.2935.293501Area = 0.583.572.052.05275Muro 1'03Area = 0.7510.2323.0223.0175Muro 2'07Area = 0.9110.2365.3865.37993Muro 3'15Area = 1.0810.23164.96164.95875Muro 4'10Area = 1.2310.23125.32125.31750Borde 02 - Lote 020Muro 3'07Area = 1.0810.2376.9876.98075Muro 4'02Area = 1.2310.2325.0625.063501Area = 1.236.237.637.631750Borde 03 - Lote 020Muro 1'03Area = 0.7510.2323.0223.017501Area = 0.752.351.761.7625Muro 2'03Area = 0.9110.2328.0228.01997Muro 3'08Area = 1.0810.2387.9887.978Muro 4'21Area = 1.2310.23263.17263.16675

04.03.00ACERO CORRUGADO F'Y=4200 KG/CM2KG163,554.01Borde 01 - Lote 01Muro 010378.913789.110180.7580.75Muro 1'04478.701914.79Muro 2'07607.014249.05Muro 3'05776.073880.34Muro 4'081798.8014390.43

Borde 02 - Lote 01Muro 1'13478.706223.0701423.95423.95Muro 2'04607.012428.03Muro 3'02776.071552.1401776.07776.07

Borde 03 - Lote 01Muro 006378.912273.4701140.75140.75Muro 1'12478.705744.37Muro 2'05607.013035.04Muro 3'17776.0713193.15

Borde 01 - Lote 02Muro 006378.912273.4701132.23132.23Muro 1'03478.701436.09Muro 2'07607.014249.05Muro 3'15776.0711641.01Muro 4'101798.8017988.04

Borde 02 - Lote 02Muro 3'07776.075432.47Muro 4'021798.803597.61011095.461095.46

Borde 03 - Lote 02Muro 1'031798.805396.4101413.22413.22Muro 2'03607.011821.02Muro 3'08776.076208.54Muro 4'211798.8037774.89

05.00.00JUNTAS05.01.00JUNTA DE DILATACION E=5CMM1,296.55Borde 01 - Lote 01Muro 0105.5555.50015.555.55Muro 1'046.2525.00Muro 2'076.9048.30Muro 3'057.5537.75Muro 4'088.1565.20

Borde 02 - Lote 01Muro 1'136.2581.25016.256.25Muro 2'046.9027.60Muro 3'027.5515.10017.557.55

Borde 03 - Lote 01Muro 0065.5533.30015.555.55Muro 1'126.2575.00Muro 2'056.9034.50Muro 3'177.55128.35

Borde 01 - Lote 02Muro 0065.5533.30015.555.55Muro 1'036.2518.75Muro 2'076.9048.30Muro 3'157.55113.25Muro 4'108.1581.50

Borde 02 - Lote 02Muro 3'077.5552.85Muro 4'028.1516.30018.158.15

Borde 03 - Lote 02Muro 1'036.2518.75016.256.25Muro 2'037.3021.90Muro 3'087.1557.20Muro 4'217.75162.75

05.01.00JUNTA DE CONTRACCINM1,296.55IGUAL QUE JUNTA DE DILATACIN011296.551296.55