10. Cronograma Valorizado_reprogamado
18
CRONOGRAMA VALORIZADO DE EJECUCION DE OBRA - REPROG OBRA : CONSTRUCCION DEL SISTEMA DE RIEGO PAUCHI - TALA, EN LA COMUNIDAD DE HUAYANA, DISTRITO DE HUAYANA, PROVINCIA DE ANDA LUGAR : APURIMAC - ANDAHUAYLAS - HUAYANA FECHA : DEL 19 DE NOVIEMBRE DE 2014 AL 17 DE MAYO DE 2015 PARTIDA DESCRIPCIÓN PRESUPUESTO DESEMBOLSOS POR PARTIDAS METRADO COSTOS UND CANT P.U. Parcial !" CONSTRUCCION DE INFRAESTRUCTURA DE RIEGO "#$!%#&$&.&' !".!" OBRAS PROVISIONALES ""#(&'.$' !".!".!" CARTEL DEOBRA )#!'!.'$ 01.01.01.01 CARTEL DE IDENTIFICACION DE OBRA DE .!0 " 2.40# $%& 1.00 49'.50 49'.50 49'.50 100.00( 0.00 0.00( 0.00 0.00( 0.00 01.01.01.02 TRANSPORTE DE E)UIPOS Y*O MA)UINARIAS $%& 1.00 ,5!2.12 ,5!2.12 1,7'1.0! 50.00( 0.00 0.00( 0.00 0.00( 0.00 !".!".!$ CONSTRUCCION CAMPAMENTO DE OBRA '#""!.') 01.01.02.01 LIMPIE+A DE TERRENO MANUAL #2 54.00 5.01 270.54 270.54 100.00( 0.00 0.00( 0.00 0.00( 0.00 01.01.02.02 TRA+O Y REPLANTEO SIN E)UIPO #2 54.00 !.2 !.42 !.42 100.00( 0.00 0.00( 0.00 0.00( 0.00 01.01.02.0 CAMPAMENTO PROVISIONAL DE LA OBRA #2 54.00 101.92 5,50.!' 5,50.!'100.00( 0.00 0.00( 0.00 0.00( 0.00 !".!".!* PRUEBA DECALIDAD DECONCRETO "#'$+.!! 01.01.0.01 DISE O DEME+CLA / 1.00 750.00 750.00 0.00 0.00( 750.00 100.00( 0.00 0.00( 0.00 01.01.0.02 PRUEBAS DE CALIDAD DE CONCRETO / 25.00 5.00 '75.00 0.00 0.00( 0.00 0.00( '75.00 100.00( 0.00 !".!$ BOCATOMA DE CAPTACION ,TIPO TIROLESA "*'#)'%.&) !".!$.!" TRABAJOS PRELIMINARES *#)&'.(+ 01.02.01.01 LIMPIE+A DE TERRENO MANUAL #2 1!.4 5.01 '1'. '1'. 100.00( 0.00 0.00( 0.00 0.00( 0.00 01.02.01.02 DESVIO DE RIACHUELO # 17.'0 100.92 1,79!.' 1,79!.'100.00( 0.00 0.00( 0.00 0.00( 0.00 01.02.01.0 TRA+O Y REPLANTEO DE ESTRUCTURAS #2 1!.4 5.40 ''2.04 ''2.04 100.00( 0.00 0.00( 0.00 0.00( 0.00 !".!$.!$ MOVIMIENTO DETIERRAS "*#*((."+ 01.02.02.01 E"CAVACION DE TIERRA BA O AGUA # 1!4.01 !4.' 10,!2.77 10,!2.77100.00( 0.00 0.00( 0.00 0.00( 0.00 01.02.02.02 E"CAVACION MANUAL EN ROCA SUELTA # 2.' 9.59 1,299.74 1,299.74100.00( 0.00 0.00( 0.00 0.00( 0.00 01.02.02.0 E"CAVACION MANUAL EN MATERIAL SUELTO # '.! 7.!! 1,444.!4 1,444.!4100.00( 0.00 0.00( 0.00 0.00( 0.00 !".!$.!* OBRAS DECONCRETO ""*#)(+.'$ CONTRATISTA: CONSULTORA Y CONSTRUCTORA SAGESSE SAC PLAZO DE EJECUCION : 1'0 DIAS CALENDARIOS DEL "&-NOV AL *"-DIC $!") ENERO $!"+ ,DEL !" AL *" FEBRERO $!"+ ,DEL !" AL $% MARZO $!"+ ,DEL !" AL *"
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Transcript of 10. Cronograma Valorizado_reprogamado
Cronograma de inicio de obraCRONOGRAMA VALORIZADO DE EJECUCION DE OBRA - REPROGRAMADO
OBRA :CONSTRUCCION DEL SISTEMA DE RIEGO PAUCHI - TALA, EN LA COMUNIDAD DE HUAYANA, DISTRITO DE HUAYANA, PROVINCIA DE ANDAHUAYLAS, REGION APURIMAC APURIMACLUGAR :APURIMAC - ANDAHUAYLAS - HUAYANACONTRATISTA: CONSULTORA Y CONSTRUCTORA SAGESSE SACPLAZO DE EJECUCION : 180 (DIAS CALENDARIOS)FECHA :DEL 19 DE NOVIEMBRE DE 2014 AL 17 DE MAYO DE 2015
PARTIDADESCRIPCINPRESUPUESTODESEMBOLSOS POR
PARTIDASMETRADOCOSTOSUNDCANTP.U.ParcialDEL 19-NOV AL
31-DIC2014%ENERO 2015 (DEL 01 AL 31)%FEBRERO 2015 (DEL 01 AL
28)%MARZO 2015 (DEL 01 AL 31)%ABRIL 2015 (DEL 01 AL 30)%MAYO 2015
(DEL 01 AL 17)%01CONSTRUCCION DE INFRAESTRUCTURA DE
RIEGO1,208,929.9601.01 OBRAS PROVISIONALES11,796.2601.01.01 CARTEL
DE OBRA4,060.6201.01.01.01 CARTEL DE IDENTIFICACION DE OBRA DE 3.60
X
2.40mglb1.00498.50498.50498.50100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%498.501.00TRUE01.01.01.02
TRANSPORTE DE EQUIPOS Y/O
MAQUINARIASglb1.003,562.123,562.121,781.0650.00%0.000.00%0.000.00%0.000.00%0.000.00%1,781.0650.00%3,562.121.00TRUE01.01.02
CONSTRUCCION CAMPAMENTO DE OBRA6,110.6401.01.02.01 LIMPIEZA DE
TERRENO
MANUALm254.005.01270.54270.54100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%270.541.00TRUE01.01.02.02
TRAZO Y REPLANTEO SIN
EQUIPOm254.006.23336.42336.42100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%336.421.00TRUE01.01.02.03
CAMPAMENTO PROVISIONAL DE LA
OBRAm254.00101.925,503.685,503.68100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%5,503.681.00TRUE01.01.03
PRUEBA DE CALIDAD DE CONCRETO1,625.0001.01.03.01 DISEO DE
MEZCLAund1.00750.00750.000.000.00%750.00100.00%0.000.00%0.000.00%0.000.00%0.000.00%750.001.00TRUE01.01.03.02
PRUEBAS DE CALIDAD DE
CONCRETOund25.0035.00875.000.000.00%0.000.00%875.00100.00%0.000.00%0.000.00%0.000.00%875.001.00TRUE01.02
BOCATOMA DE CAPTACION (TIPO TIROLESA)136,468.9401.02.01 TRABAJOS
PRELIMINARES3,496.7501.02.01.01 LIMPIEZA DE TERRENO
MANUALm2163.345.01818.33818.33100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%818.331.00TRUE01.02.01.02
DESVIO DE
RIACHUELOm17.80100.921,796.381,796.38100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,796.381.00TRUE01.02.01.03
TRAZO Y REPLANTEO DE
ESTRUCTURASm2163.345.40882.04882.04100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%882.041.00TRUE01.02.02
MOVIMIENTO DE TIERRAS13,377.1501.02.02.01 EXCAVACION DE TIERRA BAJO
AGUAm3164.0164.8310,632.7710,632.77100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%10,632.771.00TRUE01.02.02.02
EXCAVACION MANUAL EN ROCA
SUELTAm332.8339.591,299.741,299.74100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,299.741.00TRUE01.02.02.03
EXCAVACION MANUAL EN MATERIAL
SUELTOm338.3637.661,444.641,444.64100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,444.641.00TRUE01.02.03
OBRAS DE CONCRETO113,475.6201.02.03.01 SOLADO C/CONCRETO SIMPLE
f'c=100 kg/cm2,
E=2"m38.22341.382,806.142,806.14100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%2,806.141.00TRUE01.02.03.02
CONCRETO f'c=175 kg/cm2 + 70%
PMm335.86318.0911,406.7111,406.71100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%11,406.711.00TRUE01.02.03.03
CONCRETO f'c=210
kg/cm2m394.28587.1255,353.670.000.00%55,353.67100.00%0.000.00%0.000.00%0.000.00%0.000.00%55,353.671.00TRUE01.02.03.04
ENCOFRADO DE MUROS
CARAVISTAm2176.0859.8910,545.430.000.00%10,545.43100.00%0.000.00%0.000.00%0.000.00%0.000.00%10,545.431.00TRUE01.02.03.05
ACERO CORRUGADO FY= 4200 kg/cm2 GRADO
60kg5,378.815.5930,067.5515,033.7550.00%15,033.8050.00%0.000.00%0.000.00%0.000.00%0.000.00%30,067.551.00TRUE01.02.03.06
JUNTAS WATER STOP DE
6"m76.0031.002,356.000.000.00%2,356.00100.00%0.000.00%0.000.00%0.000.00%0.000.00%2,356.001.00TRUE01.02.03.07
JUNTAS
ASFALTICASm76.0012.37940.120.000.00%940.12100.00%0.000.00%0.000.00%0.000.00%0.000.00%940.121.00TRUE01.02.04
REVOQUES ENLUCIDOS Y MOLDURAS257.3101.02.04.01 TARRAJEO DE MUROS
C/MORTERO 1:3
E=1cmm26.7538.12257.310.000.00%257.31100.00%0.000.00%0.000.00%0.000.00%0.000.00%257.311.00TRUE01.02.05
COMPUERTAS5,862.1101.02.05.01 COMPUERTA METALICA TIPO
IZAJEund1.003,139.133,139.130.000.00%3,139.13100.00%0.000.00%0.000.00%0.000.00%0.000.00%3,139.131.00TRUE01.02.05.02
COMPUERTA METALICA P/CAMARA DE
RECOLECCIONund1.00511.86511.860.000.00%511.86100.00%0.000.00%0.000.00%0.000.00%0.000.00%511.861.00TRUE01.02.05.03
REJILLA SUMIDERO-PLAT 1 1/4"X1/4"X1/2" Y MARCO L 1
1/4"und1.002,211.122,211.120.000.00%2,211.12100.00%0.000.00%0.000.00%0.000.00%0.000.00%2,211.121.00TRUE01.03
CANAL ADUCTOR (L=25M)4,845.1201.03.01 CANAL DE SECCION
RECTANGULAR4,845.1201.03.01.01 TRAZO Y REPLANTEO EN LINEA DE
CONDUCCIONkm0.032,698.7480.9680.96100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%80.961.00TRUE01.03.01.02
EXCAVACION MANUAL DE ZANJAS P/CAJA
CANALm37.5020.54154.05154.05100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%154.051.00TRUE01.03.01.03
REFINE NIVELACION Y COMPACTADO DE ZANJAS - CAJA
CANALm215.001.7225.8025.80100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%25.801.00TRUE01.03.01.04
ENCOFRADO DE MUROS
CARAVISTAm220.0059.891,197.801,197.80100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,197.801.00TRUE01.03.01.05
ENCOFRADO Y DESENCOFRADO EN
CANALESm225.0044.831,120.751,120.75100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,120.751.00TRUE01.03.01.06
CONCRETO f'c=175
kg/cm2m33.50589.482,063.180.000.00%2,063.18100.00%0.000.00%0.000.00%0.000.00%0.000.00%2,063.181.00TRUE01.03.01.07
CURADO DE
CONCRETOm235.000.8429.400.000.00%29.40100.00%0.000.00%0.000.00%0.000.00%0.000.00%29.401.00TRUE01.03.01.08
JUNTAS
ASFALTICASm14.0012.37173.180.000.00%173.18100.00%0.000.00%0.000.00%0.000.00%0.000.00%173.181.00TRUE01.04
MUROS DE SOSTENIMIENTO O DEFENSA RIBEREA (L=50M)75,912.1501.04.01
MUROS DE SOSTENIMIENTO O DE CONTENCION75,912.1501.04.01.01 TRAZO Y
REPLANTEO DE
ESTRUCTURASm2200.005.401,080.001,080.00100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,080.001.00TRUE01.04.01.02
EXCAVACION MANUAL EN ROCA
SUELTAm380.0039.593,167.203,167.20100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%3,167.201.00TRUE01.04.01.03
REFINE MANUAL DE
ZANJAm180.005.54997.200.000.00%997.20100.00%0.000.00%0.000.00%0.000.00%0.000.00%997.201.00TRUE01.04.01.04
ENCOFRADO Y DESENCOFRADO
NORMALm2280.0043.9312,300.400.000.00%6,150.2050.00%6,150.2050.00%0.000.00%0.000.00%0.000.00%12,300.401.00TRUE01.04.01.05
CONCRETO f'c=175 kg/cm2 + 70%
PMm3146.00318.0946,441.140.000.00%23,220.5750.00%23,220.5750.00%0.000.00%0.000.00%0.000.00%46,441.141.00TRUE01.04.01.06
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm2242.6438.129,249.440.000.00%0.000.00%9,249.44100.00%0.000.00%0.000.00%0.000.00%9,249.441.00TRUE01.04.01.07
CURADO DE
CONCRETOm2175.000.84147.000.000.00%0.000.00%147.00100.00%0.000.00%0.000.00%0.000.00%147.001.00TRUE01.04.01.08
JUNTAS WATER STOP DE
6"m58.3331.001,808.230.000.00%361.6520.00%1,446.5880.00%0.000.00%0.000.00%0.000.00%1,808.231.00TRUE01.04.01.09
JUNTAS
ASFALTICASm58.3312.37721.540.000.00%144.3120.00%577.2380.00%0.000.00%0.000.00%0.000.00%721.541.00TRUE01.05
LINEA DE CONDUCCION (L=3635m)763,860.8601.05.01 TRABAJOS
PRELIMINARES16,923.8101.05.01.01 CORTE Y DESBROCE DE
ARBUSTOSm3,660.001.947,100.40194.002.73%
Usuario:
Usuario:2.733,195.1845.00%3,711.2252.27%0.000.00%0.000.00%0.000.00%7,100.401.00TRUE01.05.01.02
TRAZO Y REPLANTEO DE LINEA DE
CONDUCCIONkm3.642,698.749,823.419,823.41100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%9,823.411.00TRUE01.05.02
MOVIMIENTO DE TIERRAS441,669.7501.05.02.01 APERTURA DE PLATAFORMA
C/MAQUINARIA EN MATERIAL
SUELTOm32,171.505.2611,422.090.000.00%2,855.5225.00%2,855.5225.00%3,426.6330.00%2,284.4220.00%0.000.00%11,422.091.00TRUE01.05.02.02
APERTURA DE PLATAFORMA C/MAQUINARIA EN ROCA
SUELTAm31,657.8626.7944,414.070.000.00%11,103.5225.00%11,103.5225.00%13,324.2230.00%8,882.8120.00%0.000.00%44,414.071.00TRUE01.05.02.03
APERTURA DE PLATAFORMA C/MAQUINARIA EN ROCA
FIJAm34,985.5339.64197,626.410.000.00%39,525.2820.00%59,287.9230.00%59,287.9230.00%39,525.2820.00%0.000.00%197,626.411.00TRUE01.05.02.04
EXCAVACION MANUAL EN TIERRA
COMPACTAm31,132.8032.2936,578.111,130.153.09%7,315.6220.00%10,973.4330.00%10,973.4330.00%6,185.4716.91%0.000.00%36,578.111.00TRUE01.05.02.05
EXCAVACION MANUAL EN ROCA
SUELTAm3393.6039.5915,582.620.000.00%3,116.5220.00%3,895.6625.00%4,674.7930.00%3,895.6625.00%0.000.00%15,582.621.00TRUE01.05.02.06
EXCAVACION C/EXPLOSIVOS DE ROCA FIJA-CAJA DE
CANALm3230.4054.3812,529.150.000.00%2,505.8320.00%3,132.2925.00%3,758.7530.00%3,132.2925.00%0.000.00%12,529.151.00TRUE01.05.02.07
REFINE MANUAL DE
ZANJAm3,635.005.5420,137.900.000.00%2,013.7910.00%5,034.4825.00%6,041.3730.00%5,034.4825.00%2,013.7910.00%20,137.901.00TRUE01.05.02.08
CAMA DE APOYO P/TUBERIAS EN LINEA DE
CONDUCCIONm3,635.0012.6245,873.700.000.00%0.000.00%11,468.4325.00%13,762.1130.00%11,468.4325.00%9,174.7420.00%45,873.701.00TRUE01.05.02.09
RELLENO CON MATERIAL PROPIO
SELECCIONADOm3,635.005.5420,137.900.000.00%0.000.00%0.000.00%4,027.5820.00%8,055.1640.00%8,055.1640.00%20,137.901.00TRUE01.05.02.10
RELLENO Y COMPACTACION CON MATERIAL PROPIO EN
ZANJASm3,635.0010.2837,367.800.000.00%0.000.00%0.000.00%7,473.5620.00%14,947.1240.00%14,947.1240.00%37,367.801.00TRUE01.05.03
SUMINISTRO E INSTALACION DE TUBERIAS305,267.3001.05.03.01 TUBERIA
PVC-UF D=315mm, SERIE 25 - NTP ISO
4435m3,635.0083.03301,814.050.000.00%0.000.00%48,290.2516.00%81,489.7927.00%78,471.6526.00%93,562.3631.00%301,814.051.00TRUE01.05.03.02
PRUEBA
HIDRAULICAm3,635.000.953,453.250.000.00%0.000.00%0.000.00%0.000.00%1,726.6350.00%1,726.6350.00%3,453.251.00TRUE01.06
OBRAS DE ARTE EN LINEA DE CONDUCCION155,983.8001.06.01 DESARENADOR
(01 UND)7,596.9901.06.01.01 LIMPIEZA DE
TERRENOm214.835.3078.600.000.00%0.000.00%78.60100.00%0.000.00%0.000.00%0.000.00%78.601.00TRUE01.06.01.02
TRAZO Y REPLANTEO DE
ESTRUCTURASm214.835.4080.080.000.00%0.000.00%80.08100.00%0.000.00%0.000.00%0.000.00%80.081.00TRUE01.06.01.03
EXCAVACION MANUAL EN TIERRA
COMPACTAm32.5432.2982.020.000.00%0.000.00%82.02100.00%0.000.00%0.000.00%0.000.00%82.021.00TRUE01.06.01.04
EXCAVACION MANUAL EN ROCA
SUELTAm315.1339.59599.000.000.00%0.000.00%599.00100.00%0.000.00%0.000.00%0.000.00%599.001.00TRUE01.06.01.05
PERFILADO DE LA SECCION DE LA
ESTRUCTURAm224.594.53111.390.000.00%0.000.00%111.39100.00%0.000.00%0.000.00%0.000.00%111.391.00TRUE01.06.01.06
CONCRETO f'c=175
kg/cm2m33.93589.482,316.660.000.00%0.000.00%2,316.66100.00%0.000.00%0.000.00%0.000.00%2,316.661.00TRUE01.06.01.07
ENCOFRADO Y DESENCOFRADO
NORMALm247.4843.932,085.800.000.00%0.000.00%2,085.80100.00%0.000.00%0.000.00%0.000.00%2,085.801.00TRUE01.06.01.08
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm227.9438.121,065.070.000.00%0.000.00%1,065.07100.00%0.000.00%0.000.00%0.000.00%1,065.071.00TRUE01.06.01.09
JUNTAS WATER STOP DE
6"m13.0031.00403.000.000.00%0.000.00%403.00100.00%0.000.00%0.000.00%0.000.00%403.001.00TRUE01.06.01.10
JUNTAS
ASFALTICASm13.0012.37160.810.000.00%0.000.00%160.81100.00%0.000.00%0.000.00%0.000.00%160.811.00TRUE01.06.01.11
COMPUERTA
METALICAund1.00614.56614.560.000.00%0.000.00%614.56100.00%0.000.00%0.000.00%0.000.00%614.561.00TRUE01.06.02
AFORADOR DE RIEGO (01 UND)1,393.9201.06.02.01 EXCAVACION MANUAL EN
TIERRA
COMPACTAm31.2632.2940.690.000.00%0.000.00%40.69100.00%0.000.00%0.000.00%0.000.00%40.691.00TRUE01.06.02.02
CONCRETO f'c=175
kg/cm2m30.49589.48288.850.000.00%0.000.00%288.85100.00%0.000.00%0.000.00%0.000.00%288.851.00TRUE01.06.02.03
ENCOFRADO Y DESENCOFRADO
NORMALm26.3043.93276.760.000.00%0.000.00%276.76100.00%0.000.00%0.000.00%0.000.00%276.761.00TRUE01.06.02.04
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm24.9038.12186.790.000.00%0.000.00%186.79100.00%0.000.00%0.000.00%0.000.00%186.791.00TRUE01.06.02.05
REGLA GRADUADA DE
BRONCEund1.00600.83600.830.000.00%0.000.00%600.83100.00%0.000.00%0.000.00%0.000.00%600.831.00TRUE01.06.03
CAJAS DE INSPECCION (30 UND)66,308.6601.06.03.01 TRAZO Y REPLANTEO
DE
ESTRUCTURASm258.505.40315.900.000.00%0.000.00%0.000.00%0.000.00%157.9550.00%157.9550.00%315.901.00TRUE01.06.03.02
EXCAVACION MANUAL EN ROCA
SUELTAm335.1039.591,389.610.000.00%0.000.00%0.000.00%0.000.00%694.8150.00%694.8150.00%1,389.611.00TRUE01.06.03.03
EXCAVACION MANUAL EN TIERRA
COMPACTAm329.2532.29944.480.000.00%0.000.00%0.000.00%0.000.00%472.2450.00%472.2450.00%944.481.00TRUE01.06.03.04
ACERO CORRUGADO FY= 4200 kg/cm2 GRADO
60kg1,513.685.598,461.470.000.00%0.000.00%0.000.00%0.000.00%4,230.7450.00%4,230.7450.00%8,461.471.00TRUE01.06.03.05
CONCRETO f'c=175
kg/cm2m331.08589.4818,321.040.000.00%0.000.00%0.000.00%0.000.00%9,160.5250.00%9,160.5250.00%18,321.041.00TRUE01.06.03.06
ENCOFRADO Y DESENCOFRADO
NORMALm2337.5243.9314,827.250.000.00%0.000.00%0.000.00%0.000.00%7,413.6350.00%7,413.6350.00%14,827.251.00TRUE01.06.03.07
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm2198.4538.127,564.910.000.00%0.000.00%0.000.00%0.000.00%3,782.4650.00%3,782.4650.00%7,564.911.00TRUE01.06.03.08
TAPA METALICA DE
1.10X0.90mund30.00305.939,177.900.000.00%0.000.00%0.000.00%0.000.00%4,588.9550.00%4,588.9550.00%9,177.901.00TRUE01.06.03.09
ACCESORIOS DE REBOSE P/CAJA DE
INSPECCIONund30.00176.875,306.100.000.00%0.000.00%0.000.00%0.000.00%2,653.0550.00%2,653.0550.00%5,306.101.00TRUE01.06.04
TOMA LATERAL (13 UND)28,259.8201.06.04.01 TRAZO Y REPLANTEO DE
ESTRUCTURASm225.355.40136.890.000.00%0.000.00%0.000.00%68.4550.00%68.4550.00%0.000.00%136.891.00TRUE01.06.04.02
EXCAVACION MANUAL EN ROCA
SUELTAm312.6839.59502.000.000.00%0.000.00%0.000.00%251.0050.00%251.0050.00%0.000.00%502.001.00TRUE01.06.04.03
ENCOFRADO Y DESENCOFRADO
NORMALm2146.2643.936,425.200.000.00%0.000.00%0.000.00%3,212.6050.00%3,212.6050.00%0.000.00%6,425.201.00TRUE01.06.04.04
ACERO CORRUGADO FY= 4200 kg/cm2 GRADO
60kg655.935.593,666.650.000.00%0.000.00%0.000.00%1,833.3350.00%1,833.3350.00%0.000.00%3,666.651.00TRUE01.06.04.05
CONCRETO f'c=175
kg/cm2m313.47589.487,940.300.000.00%0.000.00%0.000.00%3,970.1550.00%3,970.1550.00%0.000.00%7,940.301.00TRUE01.06.04.06
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm286.0038.123,278.320.000.00%0.000.00%0.000.00%1,639.1650.00%1,639.1650.00%0.000.00%3,278.321.00TRUE01.06.04.07
TAPA METALICA DE
1.10X0.90mund13.00305.933,977.090.000.00%0.000.00%0.000.00%1,988.5550.00%1,988.5550.00%0.000.00%3,977.091.00TRUE01.06.04.08
COMPUERTAS
METALICASund13.00179.492,333.370.000.00%0.000.00%0.000.00%1,166.6950.00%1,166.6950.00%0.000.00%2,333.371.00TRUE01.06.05
PASE VEHICULAR (01 UND)9,586.0401.06.05.01 TRAZO Y REPLANTEO DE
ESTRUCTURASm210.805.4058.320.000.00%0.000.00%0.000.00%58.32100.00%0.000.00%0.000.00%58.321.00TRUE01.06.05.02
EXCAVACION MANUAL EN MATERIAL
SUELTOm316.7437.66630.430.000.00%0.000.00%0.000.00%630.43100.00%0.000.00%0.000.00%630.431.00TRUE01.06.05.03
REFINE MANUAL DE
ZANJAm14.405.5479.780.000.00%0.000.00%0.000.00%79.78100.00%0.000.00%0.000.00%79.781.00TRUE01.06.05.04
ENCOFRADO Y DESENCOFRADO
NORMALm250.2443.932,207.040.000.00%0.000.00%0.000.00%2,207.04100.00%0.000.00%0.000.00%2,207.041.00TRUE01.06.05.05
ACERO CORRUGADO FY= 4200 kg/cm2 GRADO
60kg289.975.591,620.930.000.00%0.000.00%0.000.00%1,620.93100.00%0.000.00%0.000.00%1,620.931.00TRUE01.06.05.06
CONCRETO f'c=210
kg/cm2m37.69587.124,514.950.000.00%0.000.00%0.000.00%4,514.95100.00%0.000.00%0.000.00%4,514.951.00TRUE01.06.05.07
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm212.4538.12474.590.000.00%0.000.00%0.000.00%474.59100.00%0.000.00%0.000.00%474.591.00TRUE01.06.06
CANOA (03 UND)10,593.8001.06.06.01 TRAZO Y REPLANTEO DE
ESTRUCTURASm275.305.40406.620.000.00%0.000.00%0.000.00%0.000.00%0.000.00%406.62100.00%406.621.00TRUE01.06.06.02
EXCAVACION MANUAL EN ROCA
SUELTAm36.2739.59248.230.000.00%0.000.00%0.000.00%0.000.00%0.000.00%248.23100.00%248.231.00TRUE01.06.06.03
REFINE MANUAL DE
ZANJAm20.705.54114.680.000.00%0.000.00%0.000.00%0.000.00%0.000.00%114.68100.00%114.681.00TRUE01.06.06.04
ENCOFRADO Y DESENCOFRADO
NORMALm234.9043.931,533.160.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,533.16100.00%1,533.161.00TRUE01.06.06.05
ACERO CORRUGADO FY= 4200 kg/cm2 GRADO
60kg210.345.591,175.800.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,175.80100.00%1,175.801.00TRUE01.06.06.06
CONCRETO f'c=175
kg/cm2m39.93589.485,853.540.000.00%0.000.00%0.000.00%0.000.00%0.000.00%5,853.54100.00%5,853.541.00TRUE01.06.06.07
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm233.1038.121,261.770.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,261.77100.00%1,261.771.00TRUE01.06.07
PASE AEREO (PUENTE ACUEDUCTO 01 UND)32,244.5701.06.07.01 TRABAJOS
PRELIMINARES28.9401.06.07.01.01 TRAZO Y REPLANTEO DE
ESTRUCTURASm25.365.4028.940.000.00%0.000.00%0.000.00%0.000.00%0.000.00%28.94100.00%28.941.00TRUE01.06.07.02
MOVIMIENTO DE TIERRAS706.2601.06.07.02.01 EXCAVACION MANUAL EN
TIERRA
COMPACTAm31.6032.2951.660.000.00%0.000.00%0.000.00%0.000.00%0.000.00%51.66100.00%51.661.00TRUE01.06.07.02.02
EXCAVACION MANUAL EN ROCA
SUELTAm33.3639.59133.020.000.00%0.000.00%0.000.00%0.000.00%0.000.00%133.02100.00%133.021.00TRUE01.06.07.02.03
EXCAVACION EN ROCA
FIJAm33.36118.56398.360.000.00%0.000.00%0.000.00%0.000.00%0.000.00%398.36100.00%398.361.00TRUE01.06.07.02.04
PERFILADO DE LA SECCION DE LA
ESTRUCTURAm227.204.53123.220.000.00%0.000.00%0.000.00%0.000.00%0.000.00%123.22100.00%123.221.00TRUE01.06.07.03
OBRAS DE CONCRETO7,602.2701.06.07.03.01 SOLADO C/CONCRETO SIMPLE
f'c=100 kg/cm2,
E=2"m30.27341.3892.170.000.00%0.000.00%0.000.00%0.000.00%0.000.00%92.17100.00%92.171.00TRUE01.06.07.03.02
CONCRETO f'c=175 kg/cm2 + 70%
PMm31.60318.09508.940.000.00%0.000.00%0.000.00%0.000.00%0.000.00%508.94100.00%508.941.00TRUE01.06.07.03.03
CONCRETO f'c=210
kg/cm2m37.39587.124,338.820.000.00%0.000.00%0.000.00%0.000.00%0.000.00%4,338.82100.00%4,338.821.00TRUE01.06.07.03.04
ENCOFRADO Y DESENCOFRADO
NORMALm221.4543.93942.300.000.00%0.000.00%0.000.00%0.000.00%0.000.00%942.30100.00%942.301.00TRUE01.06.07.03.05
ACERO CORRUGADO FY= 4200 kg/cm2 GRADO
60kg177.795.59993.850.000.00%0.000.00%0.000.00%0.000.00%0.000.00%993.85100.00%993.851.00TRUE01.06.07.03.06
TARRAJEO DE MUROS C/MORTERO 1:3
E=1cmm219.0538.12726.190.000.00%0.000.00%0.000.00%0.000.00%0.000.00%726.19100.00%726.191.00TRUE01.06.07.04
ACCESORIOS DE PUENTE ACUEDUCTO (L=16.80m)23,907.1001.06.07.04.01
SUMINISTRO Y TENDIDO DE CABLE DE ACERO GALVANIZADO D=1
3/8"und1.005,452.815,452.810.000.00%0.000.00%0.000.00%0.000.00%0.000.00%5,452.81100.00%5,452.811.00TRUE01.06.07.04.02
SUMINISTRO Y COLOCACION DE PENDOLAS DE ACERO LISO
D=3/4"und1.005,927.555,927.550.000.00%0.000.00%0.000.00%0.000.00%0.000.00%5,927.55100.00%5,927.551.00TRUE01.06.07.04.03
SUMINISTRO E INSTALACION DE TUBERIAS FG C/UNION BRIDA
D=12"m18.00695.9312,526.740.000.00%0.000.00%0.000.00%0.000.00%0.000.00%12,526.74100.00%12,526.741.00TRUE01.07
FLETE60,062.8301.07.01 FLETE TERRESTRE21,885.4901.07.01.01 FLETE
TERRESTREglb1.0021,885.4921,885.498,754.2040.00%6,565.6530.00%6,565.6530.00%0.000.00%0.000.00%0.000.00%21,885.491.00TRUE01.07.02
FLETE RURAL38,177.3401.07.02.01 FLETE
RURALglb1.0038,177.3438,177.3415,270.9440.00%11,453.2030.00%11,453.2030.00%0.000.00%0.000.00%0.000.00%38,177.341.00TRUE02MITIGACION
E IMPACTO AMBIENTAL18,148.5002.01 FASE DE CONSTRUCCION DE
INFRAESTRUCTURA DE RIEGO13,542.5602.01.01 ZONA DE EXTRACCION DE
MATERIALES DE CONSTRUCCION3,792.8102.01.01.01 CONSTRUCCIN DE
LETRINAS PARA EL PERSONAL DE
OBRAund3.00645.071,935.211,935.21100.00%0.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,935.211.00TRUE02.01.01.02
NIVELACION DE MATERIAL GRUESO
DESECHADOm3215.008.641,857.600.000.00%0.000.00%0.000.00%0.000.00%1,857.60100.00%0.000.00%1,857.601.00TRUE02.01.02
CONTAMINACION ATMOSFERICA1,332.9902.01.02.01 REMOCION DE AREAS
OCUPADAS POR EL
CAMPAMENTOm2150.005.50825.000.000.00%0.000.00%0.000.00%0.000.00%0.000.00%825.00100.00%825.001.00TRUE02.01.02.02
RETIRO DE ESCOMBROS DE LOS
CAMPAMENTOSm368.747.39507.990.000.00%0.000.00%0.000.00%0.000.00%0.000.00%507.99100.00%507.991.00TRUE02.01.03
EROSION DE SUELOS6,351.4502.01.03.01 ACONDICIONAMIENTO DE AREA Y
CONSTRUCCION DE MUROS
SECORm3117.0020.742,426.580.000.00%0.000.00%0.000.00%0.000.00%0.000.00%2,426.58100.00%2,426.581.00TRUE02.01.03.02
PLANTACION DE ARBUSTOS EN ZONAS DE EXTRACCION DE MATERIAL DE
PRESTAMOha0.363,512.421,264.470.000.00%0.000.00%0.000.00%0.000.00%0.000.00%1,264.47100.00%1,264.471.00TRUE02.01.03.03
NIVELACION DE TIERRAS EN ZONA DE REDES DE
CONDUCCIONm3360.007.392,660.400.000.00%0.000.00%0.000.00%0.000.00%0.000.00%2,660.40100.00%2,660.401.00TRUE02.01.04
CONTROL DE CARCAVAS2,065.3102.01.04.01 CAUCE DE DESFOGUE EN
QUEBRADASm326.5677.762,065.310.000.00%0.000.00%0.000.00%0.000.00%0.000.00%2,065.31100.00%2,065.311.00TRUE02.02
FASE DE OPERACION DEL PROYECTO4,605.9402.02.01 DERRUMBES Y
DESLIZAMIENTOS4,605.9402.02.01.01 PEINADO DE TALUDES Y NIVELACION
DE
CANALESm3274.0016.814,605.940.000.00%0.000.00%0.000.00%0.000.00%0.000.00%4,605.94100.00%4,605.941.00TRUE03CAPACITACION
DE COMITE DE REGANTES20,000.0003.01 CAPACITACION DE COMITE DE
REGANTES20,000.0003.01.01 FORTALECIMIENTO DE ORGANIZACIONES DE
RIEGOglb1.003,500.003,500.000.000.00%0.000.00%0.000.00%0.000.00%0.000.00%3,500.00100.00%3,500.001.00TRUE03.01.02
OPERACION, MANTENIMIENTO Y DISTRIBUCION DE AGUA
C/INFRAESTRUCCTURAglb1.003,500.003,500.000.000.00%0.000.00%0.000.00%0.000.00%0.000.00%3,500.00100.00%3,500.001.00TRUE03.01.03
GESTION DE SISTEMA DE
RIEGOglb1.003,000.003,000.000.000.00%0.000.00%0.000.00%0.000.00%0.000.00%3,000.00100.00%3,000.001.00TRUE03.01.04
PASANTIAS DEL COMITE DE
REGANTESglb1.0010,000.0010,000.000.000.00%0.000.00%0.000.00%0.000.00%0.000.00%10,000.00100.00%10,000.001.00TRUE
COSTO DIRECTO1,247,078.4698,445.17213,888.24228,428.49231,956.10232,751.22241,609.241,247,078.46FALSEGASTOS GENERALES6.000%74,824.715,906.7112,833.2913,705.7113,917.3713,965.0714,496.5674,824.71TRUEUTILIDAD6.000%74,824.715,906.7112,833.2913,705.7113,917.3713,965.0714,496.5674,824.71TRUESUB TOTAL DEL PRESUPUESTO1,396,727.88110,258.59239,554.82255,839.91259,790.84260,681.36270,602.361,396,727.88FALSEIMPUESTO GENERAL A LAS VENTAS (IGV 18%)18%251,411.0219,846.5543,119.8746,051.1846,762.3546,922.6548,708.42251,411.02FALSECOSTO TOTAL DEL PRESUPUESTO1,648,138.90130,105.14282,674.68301,891.09306,553.19307,604.01319,310.791,648,138.89FALSE0.00FACTOR DE RELACION0.900000COSTO TOTAL DEL CONTRATO1,483,325.01117,094.62254,407.22271,701.98275,897.87276,843.61287,379.711,483,325.00FALSE
7.89%17.15%18.32%18.60%18.67%19.37%7.89%25.04%43.36%61.96%80.63%100.00%
