Met. EstrItemDescripcinUnd.1.1OBRAS PRELIMINARES1.1.1TRAZO Y REPLANTEO DE OBRAglb1.1.2 CAMPAMENTO DE OBRAglb01.03 CERCO PERIMETRICOml01.04 MOVILIZACION Y DESMOVILIZACION DE EQUIPOS Y HERRAMIENTASglb01.05 EQUIPOSglb1.2MOVIMIENTO DE TIERRAS1.2.1 EXCAVACIN MANUAL DE ZANJASm31.2.2Excavacion localizada de cisternam31.2.4 RELLENO CON MATERIAL PROPIO SELECCIONADOm31.2.5 ELIMINACION DE MATERIAL EXCEDENTEm31.2.6 ESCARIFICADO DE SUELO NATURAL Y COMPACTADO m21.2.7 AFIRMADO COMPACTADO AL 100% DE SU M.S.D. e=0.15 mm21.2.8 AFIRMADO COMPACTADO AL 100% DE SU M.S.D. e=0.20 mm21.2.9BASE DE AFIRMADO COMPACTADO PARA PISO RIPIOm21.2.10PISO RIPIOm21.3CONCRETO SIMPLE1.3.1 SOLADO PARA CIMIENTOS Y ZAPATAS DE 2" 1:12 C:Hm21.3.2 CONCRETO 1:10 +30% P.G. PARA CIMIENTO CORRIDOm31.3.3 FALSO PISO DE 4" DE CONCRETO 1:10m21.3.4 CONTRAPISO DE 50 MM.m21.4CONCRETO ARMADO1.4.1 SOBRECIMIENTOS
Autor: Autor:Se est considerando el sobrecimiento encima del techo de la cisterna1.4.1.1 CONCRETO PREMEZCLADO F'C=175 KG/CM2 PARA SOBRECIMIENTOSm31.4.1.2 ENCOFRADO Y DESENCOFRADO EN SOBRECIMIENTOSm21.4.1.3 ACERO Fy=4200 KG/CM2 PARA SOBRECIMIENTOS kg1.4.2 ZAPATAS1.4.2.1 CONCRETO PREMEZCLADO F'C=210 KG/CM2 PARA ZAPATASm31.4.2.2 ENCOFRADO Y DESENCOFRADO EN ZAPATASm21.4.2.3 ACERO Fy=4200 KG/CM2 PARA ZAPATASkg1.4.3 COLUMNAS1.4.3.1 CONCRETO PREMEZCLADO F'C=210 KG/CM2 PARA COLUMNASm31.4.3.2 ENCOFRADO Y DESENCOFRADO EN COLUMNASm21.4.3.3 ACERO Fy=4200 KG/CM2 PARA COLUMNASkg1.4.4 PLACAS1.4.4.1 CONCRETO PREMEZCLADO F'C=210 KG/CM2 PARA PLACASm31.4.4.2 ENCOFRADO Y DESENCOFRADO EN PLACASm21.4.4.3 ACERO Fy=4200 KG/CM2 PARA PLACASkg1.4.5 VIGAS1.4.5.1 CONCRETO PREMEZCLADO F'C=210 KG/CM2 PARA VIGASm31.4.5.2 ENCOFRADO Y DESENCOFRADO EN VIGASm21.4.5.3 ACERO Fy=4200 KG/CM2 PARA VIGASkg1.4.6 LOSAS ALIGERADAS1.4.6.1 CONCRETO PREMEZCLADO F'C=210 KG/CM2 PARA LOSAS ALIGERADASm31.4.6.2 ENCOFRADO Y DESENCOFRADO EN LOSAS ALIGERADASm21.4.6.3 ACERO Fy=4200 KG/CM2 PARA LOSAS ALIGERADASkg1.4.6.4 LADRILLO HUECO DE ARCILLA 15X30X30 CM PARA TECHO ALIGERADOund1.4.6.5 LADRILLO HUECO DE ARCILLA 20X30X30 CM PARA TECHO ALIGERADOund1.4.8 CISTERNA1.4.8.1 CONCRETO PREMEZCLADO F'C=210 KG/CM2 PARA TANQUE CISTERNAm31.4.8.2 ENCOFRADO Y DESENCOFRADO EN TANQUE CISTERNAm21.4.8.3 ACERO Fy=4200 KG/CM2 PARA TANQUE CISTERNAkg1.4.8.4 TAPA DE FIERRO FUNDIDO PARA INSPECCINund1.4.8.5 ESCALONES DE FIERRO GALVANIZADO D=3/4" PARA INSPECCINund1.5SUMINISTRO E INSTALACION DE PERNOS DE ANCLAJE1.5.1 PERNOS INC. TUERCAS Y ARANDELAS A325 1/2" (PARA COLUMNA TIPO C-M2)und1.5.2 PERNOS INC. TUERCAS Y ARANDELAS A325 5/8" (PARA COLUMNA TIPO C-M1)und1.5.3 PERNOS INC. TUERCAS Y ARANDELAS A325 3/4" (PARA COLUMNA TIPO C-M3)und1.6NUEVAS PARTIDAS1.6.1FALZA ZAPATA1.6.1.1 EXCAVACIN MANUAL DE ZANJAm31.6.1.2 CONCRETO CICLOPEO F'C= 100 KG/CM2 PARA FALSA ZAPATAm31.6.1.4 PERFILADO PARA FALZA ZAPATA Y PEDESTALm21.6.2APOYO DE CONTENEDORES1.6.2.1 CONCRETO PREMEZCLADO F'C= 210 KG/CM2 PARA CONTENEDORES m31.6.2.2 ENCOFRADO PARA PEDESTALm21.6.2.3 ACERO Fy=4200 KG/CM2 PARA PEDESTALESkg1.6.3CISTERNA1.6.3.1 SOBRE EXCAVACIN MASIVA CON EXCAVADORA 330Lm31.6.3.2 RELLENO CON MATERIAL PROPIO SELECCIONADOm31.6.3.3PERFILADO DE TALUD CISTERNAm21.6.3.4TRASLADO INTERNO DE MATERIAL D MENOR 1KMm31.6.3.5SOLADO PARA CISTERNAm21.6.4PEDESTALES - OFICINAS ADMINISTRATIVAS1.6.4.1ENCOFRADO DE PEDESTAL CM-1und1.6.4.2ENCOFRADO DE PEDESTAL CM-2und1.6.4.3ENCOFRADO DE PEDESTAL CM-3und1.6.5PLATAFORMA ADMINISTRATIVA1.6.5.1Corte y relleno compensado m21.6.6ESTACIONAMIENTO1.6.6.1Conformacion de sub base con material propiom21.6.7MATERIAL FALTANTE 1.6.7.1Grout 1"/ Grout cementicio sikagrout 212 o similarm21.6.8CIMENTACIONES PARA TORRE DE COMUNICACIONES1.6.8.1ESTRUCTURAS1.1OBRAS PRELIMINARES1.1.1TRAZO Y REPLANTEOm21.2MOVIMIENTO DE TIERRAS1.2.1EXCAVACION MANUAL PARA CIMENTACIONm31.2.2PERFILADOS DE ZANJASm21.2.3RELLENO CON MATERIAL PROPIO SELECCIONADOm21.2.4ELIMINACION DE MATERIAL EXCEDENTEm31.2.5BASE E=0.20 PARA LOSA PISOm21.3CONCRETO SIMPLE1.3.1SOLADO PARA CIMENTACIONm21.3.2CONCRETO PARA LOSA E=0.10m31.4CONCRETO ARMADO1.4.1ZAPATAS1.4.1.1CONCRETO F=280 PARA ZAPATASm31.4.1.3ACERO PARA ZAPATASkg1.4.2COLUMNAS1.4.2.1CONCRETO F'C=280 PARA COLUMNASm31.4.2.2ENCOFRADO PARA COLUMNASm21.4.2.3ACERO PARA COLUMNASkg1.4.3VIGAS DE CIMENTACION1.4.3.1CONCRETO F'C=280 PARA VIGAS DE CIMENTACIONm31.4.3.2ENCOFRADO PARA VIGAS DE CIMENTACIONm21.4.3.3ACERO PARA VIGAS DE CIMENTACIONkg1.4.4VARIOS1.4.4.1Sealizacinml

M.EXCAVACIONESpartidaexcavacionesEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observacionesZANJASCC16-6A-B3.90.51.12.145CC16-6B-C2.20.51.11.21CC26-6C-D1.60.51.10.88CC26-6D-E2.50.51.11.375CC26-6E-F3.80.51.12.09CC34-4A-B3.80.51.12.09CC34-4C-D1.630.51.10.8965CC34-4D-E0.320.51.10.176CC35-5B-C1.550.51.10.8525CC55-5C-D1.850.51.11.0175CC55-5E-F0.90.51.10.495CC53'-3'D-E1.70.51.10.935CC53'-3'E-F1.850.51.11.0175CC53'-3'E-F2.330.51.11.2815CC33-3A-B3.80.51.12.09CC33-3B-C1.250.51.10.6875CC53-3C-D1.630.51.10.8965CC53-3D-E0.320.51.10.176CC52-2E-F0.90.51.10.495CC11-1A-B3.90.51.12.145CC11-1B-C2.20.51.11.21CC21-1C-D1.120.51.10.616CC21-1D-E2.50.51.11.375CC21-1E-F3.80.51.12.09CC61-3A-A2.60.61.11.716CC64-6A-A2.60.61.11.716CC61-3B-B2.930.61.11.9338CC64-6B-B2.930.61.11.9338CC41-3C-C0.680.51.10.374CC41-3C-C1.60.51.10.88CC44-6C-C2.080.51.11.144CC41-2D-D2.070.51.11.1385CC42-5E-E2.440.51.11.342CC21-2F-F1.680.51.10.924CC22-5F-F2.650.51.11.4575CC25-6F-F1.680.51.10.924CC71-6D-E7.260.61.14.7916CC71-2E-F2.070.61.11.3662CC72-5E-F2.440.61.11.6104CC75-6E-F2.070.61.11.3662CC41-2C-D2.170.51.11.1935CC51-2E-F2.330.51.11.2815CC51-2E-F1.650.51.10.9075CC55-6E-F2.330.51.11.2815CC55-6E-F1.650.51.10.9075CISTERNA2.722.412.96C. ESCALERA1.21.20.81.15272.544ZAPATASEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observaciones

Z1A-A111.11.1Z5A-A12.81.13.08Z1A-A111.11.1Z2B-B10.81.10.88Z6B-B12.81.13.08Z2B-B10.81.10.88Z2C-C10.81.10.88Z1C-C111.11.1Z2C-C10.81.10.88Z2D-D10.81.10.88Z1D-D111.11.1Z7D-D1.22.831.13.7356Z2D-D10.81.10.88Z2E-E10.81.10.88Z4E-E1.21.21.11.584Z4E-E1.21.21.11.584Z2E-E10.81.10.88Z1F-F111.11.1Z2F-F10.81.10.88Z2F-F10.81.10.88Z1F-F111.11.1Z4E-F1.21.21.11.584Z4E-F1.21.21.11.58431.632TOTALEXCAVACION104.176M3

M.RELLENOSRELLENOS MATERIAL PROPIOpartidaRELLENOSEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observacionesRELLENOSZANJASLARGOANCHOPROFUNDIDADCC16-6A-B3.90.350.20.273CC10.350.2CC16-6B-C2.20.350.20.154CC20.350.6CC26-6C-D1.60.350.60.336CC30.350.2CC26-6D-E2.50.350.60.525CC40.350.8CC26-6E-F3.80.350.60.798CC50.350.6CC34-4A-B3.80.350.20.266CC60.350.2CC34-4C-D1.630.350.20.1141CC70.350.45CC34-4D-E0.320.350.20.0224CC35-5B-C1.550.350.20.1085CC55-5C-D1.850.350.60.3885CC55-5E-F0.90.350.60.189CC53'-3'D-E1.70.350.60.357CC53'-3'E-F1.850.350.60.3885CC53'-3'E-F2.330.350.60.4893CC33-3A-B3.80.350.20.266CC33-3B-C1.250.350.20.0875CC53-3C-D1.630.350.60.3423CC53-3D-E0.320.350.60.0672CC52-2E-F0.90.350.60.189CC11-1A-B3.90.350.20.273CC11-1B-C2.20.350.20.154CC21-1C-D1.120.350.60.2352CC21-1D-E2.50.350.60.525CC21-1E-F3.80.350.60.798CC61-3A-A2.60.350.20.182CC64-6A-A2.60.350.20.182CC61-3B-B2.930.350.20.2051CC64-6B-B2.930.350.20.2051CC41-3C-C0.680.350.80.1904CC41-3C-C1.60.350.80.448CC44-6C-C2.080.350.80.5824CC41-2D-D2.070.350.80.5796CC42-5E-E2.440.350.80.6832CC21-2F-F1.680.350.60.3528CC22-5F-F2.650.350.60.5565CC25-6F-F1.680.350.60.3528CC71-6D-E7.260.350.451.14345CC71-2E-F2.070.350.450.326025CC72-5E-F2.440.350.450.3843CC75-6E-F2.070.350.450.326025CC41-2C-D2.170.350.80.6076CC51-2E-F2.330.350.60.4893CC51-2E-F1.650.350.60.3465CC55-6E-F2.330.350.60.4893CC55-6E-F1.650.350.60.3465CISTERNA2.70C. ESCALERA1.2016.325ZAPATASEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observacionesRELLENOSLARGOANCHOPROFUNDIDADZ1A-A110.30.3Z5A-A12.80.30.84Z1Z1A-A110.30.3Z2Z2B-B10.80.30.24Z3Z6B-B12.80.30.84Z4Z2B-B10.80.30.24Z5Z2C-C10.80.30.24Z6Z1C-C110.30.3Z7Z2C-C10.80.30.24Z2D-D10.80.30.24Z1D-D110.30.3Z7D-D1.22.830.31.0188Z2D-D10.80.30.24Z2E-E10.80.30.24Z4E-E1.21.20.30.432Z4E-E1.21.20.30.432Z2E-E10.80.30.24Z1F-F110.30.3Z2F-F10.80.30.24Z2F-F10.80.30.24Z1F-F110.30.3Z4E-F1.21.20.30.432Z4E-F1.21.20.30.4328.627TOTAL RELLENO24.952M3TOTAL EXCAVACION104.1756M3TOTAL ELIMINACIONMATERIALASUMIDO ARCILLAS MUY DURAS91.107M3

M.CONCRETO S.partidacimiento corridoEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observacionesZANJASCC16-6A-B3.90.50.81.56CC16-6B-C2.20.50.80.88CC26-6C-D1.60.50.80.64CC26-6D-E2.50.50.81CC26-6E-F3.80.50.81.52CC34-4A-B3.80.50.81.52CC34-4C-D1.630.50.80.652CC34-4D-E0.320.50.80.128CC35-5B-C1.550.50.80.62CC55-5C-D1.850.50.80.74CC55-5E-F0.90.50.80.36CC53'-3'D-E1.70.50.80.68CC53'-3'E-F1.850.50.80.74CC53'-3'E-F2.330.50.80.932CC33-3A-B3.80.50.81.52CC33-3B-C1.250.50.80.5CC53-3C-D1.630.50.80.652CC53-3D-E0.320.50.80.128CC52-2E-F0.90.50.80.36CC11-1A-B3.90.50.81.56CC11-1B-C2.20.50.80.88CC21-1C-D1.120.50.80.448CC21-1D-E2.50.50.81CC21-1E-F3.80.50.81.52CC61-3A-A2.60.60.81.248CC64-6A-A2.60.60.81.248CC61-3B-B2.930.60.81.4064CC64-6B-B2.930.60.81.4064CC41-3C-C0.680.50.80.272CC41-3C-C1.60.50.80.64CC44-6C-C2.080.50.80.832CC41-2D-D2.070.50.80.828CC42-5E-E2.440.50.80.976CC21-2F-F1.680.50.80.672CC22-5F-F2.650.50.81.06CC25-6F-F1.680.50.80.672CC71-6D-E7.260.60.83.4848CC71-2E-F2.070.60.80.9936CC72-5E-F2.440.60.81.1712CC75-6E-F2.070.60.80.9936CC41-2C-D2.170.50.80.868CC51-2E-F2.330.50.80.932CC51-2E-F1.650.50.80.66CC55-6E-F2.330.50.80.932CC55-6E-F1.650.50.80.66CISTERNA2.722.412.96C. ESCALERA1.21.20.81.15256.608total (m3)observaciones

partidasobrecimientosEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observacionesZANJASCC16-6A-B3.90.50.81.56CC16-6B-C2.20.50.80.88CC26-6C-D1.60.510.8CC26-6D-E2.50.511.25CC26-6E-F3.80.511.9CC34-4A-B3.80.50.81.52CC34-4C-D1.630.50.80.652CC34-4D-E0.320.50.80.128CC35-5B-C1.550.50.80.62CC55-5C-D1.850.510.925CC55-5E-F0.90.510.45CC53'-3'D-E1.70.510.85CC53'-3'E-F1.850.510.925CC53'-3'E-F2.330.511.165CC33-3A-B3.80.50.81.52CC33-3B-C1.250.50.80.5CC53-3C-D1.630.510.815CC53-3D-E0.320.510.16CC52-2E-F0.90.510.45CC11-1A-B3.90.50.81.56CC11-1B-C2.20.50.80.88CC21-1C-D1.120.510.56CC21-1D-E2.50.511.25CC21-1E-F3.80.511.9CC61-3A-A2.60.60.30.468CC64-6A-A2.60.60.30.468CC61-3B-B2.930.60.30.5274CC64-6B-B2.930.60.30.5274CC41-3C-C0.680.510.34CC41-3C-C1.60.510.8CC44-6C-C2.080.511.04CC41-2D-D2.070.511.035CC42-5E-E2.440.511.22CC21-2F-F1.680.510.84CC22-5F-F2.650.511.325CC25-6F-F1.680.510.84CC71-6D-E7.260.60.552.3958CC71-2E-F2.070.60.550.6831CC72-5E-F2.440.60.550.8052CC75-6E-F2.070.60.550.6831CC41-2C-D2.170.511.085CC51-2E-F2.330.511.165CC51-2E-F1.650.510.825CC55-6E-F2.330.511.165CC55-6E-F1.650.510.825CISTERNA2.722.412.96C. ESCALERA1.21.20.81.15256.395total (m3)observaciones

SOLADOSEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)observaciones

Z1A-A110.10.1Z5A-A12.80.10.28Z1A-A110.10.1Z2B-B10.80.10.08Z6B-B12.80.10.28Z2B-B10.80.10.08Z2C-C10.80.10.08Z1C-C110.10.1Z2C-C10.80.10.08Z2D-D10.80.10.08Z1D-D110.10.1Z7D-D1.22.830.10.3396Z2D-D10.80.10.08Z2E-E10.80.10.08Z4E-E1.21.20.10.144Z4E-E1.21.20.10.144Z2E-E10.80.10.08Z1F-F110.10.1Z2F-F10.80.10.08Z2F-F10.80.10.08Z1F-F110.10.1Z4E-F1.21.20.10.144Z4E-F1.21.20.10.1442.876FALTA ENCOFRADOS

M.CONCRETO AZAPATASEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESLARGO(m)ANCHO (m)PROFUNDIDAD (m)parcial (m3)total (m3)

Z1A-A110.60.6Z5A-A12.80.61.68Z1A-A110.60.6Z2B-B10.80.60.48Z6B-B12.80.61.68Z2B-B10.80.60.48Z2C-C10.80.60.48Z1C-C110.60.6Z2C-C10.80.60.48Z2D-D10.80.60.48Z1D-D110.60.6Z7D-D1.22.830.62.0376Z2D-D10.80.60.48Z2E-E10.80.60.48Z4E-E1.21.20.60.864Z4E-E1.21.20.60.864Z2E-E10.80.60.48Z1F-F110.60.6Z2F-F10.80.60.48Z2F-F10.80.60.48Z1F-F110.60.6Z4E-F1.21.20.60.864Z4E-F1.21.20.60.86417.254COLUMNASEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESL1(m)A1 (m)PROFUNDIDAD (m)L2(m)A2 (m)PROFUNDIDAD (m)parcial (m3)COLUMNASEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESL1(m)A1 (m)PROFUNDIDAD (m)L2(m)A2 (m)PROFUNDIDAD (m)parcial (m3)ZANJASC1A-A0.150.153.20.30.53.20.552C1A-A0.150.152.80.30.52.80.483C1A-A0.150.153.20.30.53.20.552C1A-A0.150.152.80.30.52.80.483C1A-A0.150.153.20.30.53.20.552C1A-A0.150.152.80.30.52.80.483C1A-A0.150.153.20.30.53.20.552C1A-A0.150.152.80.30.52.80.483C2B-B0.150.43.20.192C2B-B0.150.42.80.168C2B-B0.150.43.20.192C2B-B0.150.42.80.168C2B-B0.150.43.20.192C2B-B0.150.42.80.168C1B-B0.150.153.20.30.53.20.552C1B-B0.150.152.80.30.52.80.483C2B-B0.150.43.20.192C2B-B0.150.42.80.168C2C-C0.150.43.2C2C-C0.150.42.8C2C-C0.150.43.2C2C-C0.150.42.8C1C-C0.150.153.20.30.53.20.552C1C-C0.150.152.80.30.52.80.483C1C-C0.150.153.20.30.53.20.552C1C-C0.150.152.80.30.52.80.483C2C-C0.150.43.20000.192C2C-C0.150.42.80000.168C3C-C0.30.153.20.144C3C-C0.30.152.80.126C2D-D0.150.43.20000.192C2D-D0.150.42.80000.168C2D-D0.150.43.20000.192C2D-D0.150.42.80000.168C1D-D0.150.153.20.30.53.20.552C1D-D0.150.152.80.30.52.80.483C1D-D0.150.153.20.30.53.20.552C1D-D0.150.152.80.30.52.80.483C2D-D0.150.43.20000.192C2D-D0.150.42.80000.168C2D-D0.150.43.20000.192C2D-D0.150.42.80000.168C3D-D0.30.153.20000.144C3D-D0.30.152.80000.126C2E-E0.150.42.8002.80.192C2E-E0.150.42.8002.80.168C1E-E0.150.152.80.30.52.80.552C1E-E0.150.152.80.30.52.80.483C4E-E0.250.152.80.150.42.80.273C4E-E0.250.152.80.150.42.80.273C1E-E0.150.152.80.30.52.80.552C1E-E0.150.152.80.30.52.80.483C2E-E0.150.42.80000.192C2E-E0.150.42.80000.168C1F-F0.150.152.80.30.52.80.552C1F-F0.150.152.80.30.52.80.483C2F-F0.150.42.8002.80.192C2F-F0.150.42.8002.80.168C4F-F0.250.152.80.150.42.80.273C4F-F0.250.152.80.150.42.80.273C2F-F0.150.42.80000.192C2F-F0.150.42.80000.168C1F-F0.150.152.80.30.52.80.552C1F-F0.150.152.80.30.52.80.483C1F-F0.150.152.80.30.52.80.552C1F-F0.150.152.80.30.52.80.483C1F-F0.150.152.80.30.52.80.55211.61C1F-F0.150.152.80.30.52.80.48310.227

1ercolumnatotal11.612do columnatotal10.2273ercolumnatotal10.227

total32.064VIGASEJE EN SENTIDO X-XEJE EN SENTIDO Y-YN DE VECESL (m)Base (B)PERALTE(H) parcial (m3)

V-1071-3A-A4.20.40.20.336V-1073-4A-A1.60.40.20.128V-1074-6A-A4.20.40.20.336V-1071-3B-B4.20.40.20.336V-1073-4B-B1.60.40.20.128V-1074-6B-B4.20.40.20.336V-1081-3C-C4.20.40.20.336V-1083-4C-C1.60.40.20.128V-1084-6C-C30.40.20.24V-1071-3D-D4.20.40.20.336V-1073-4D-D1.60.40.20.128V-1074-6D-D4.20.40.20.336V-1091-2E-E3.130.40.20.2504V-1062-5E-E3.90.150.20.117V-1095-6E-E3.130.40.20.2504V-1111-2F-F3.170.150.20.0951V-1112-3'F-F1.820.150.20.0546V-1113'-5F-F1.830.150.20.0549V-1115-6F-F3.180.150.20.0954V-1102-5F-F3.90.150.20.117V-1001-1A-B5.40.150.40.324V-1001-1B-C3.20.150.40.192V-1001-1C-D2.60.150.40.156V-1001-1D-E3.50.150.40.21V-1001-1E-F5.30.150.40.318V-1121-1A-B5.40.250.20.27V-1011-1C-D2.60.150.20.078V-B1-1E-F3.20.150.20.096V-1012-2E-F2.30.150.20.069V-1022-2E-F30.40.20.24V-1033-3A-B5.40.150.30.243V-1033-3B-C3.20.150.30.144V-1033-3C-D2.60.150.30.117V-1053-3D-E3.50.250.20.175V-1044-4A-B5.40.150.30.243V-B4-4B-C3.20.150.20.096V-B4-4C-D2.60.150.20.078V-1054-4D-E3.50.250.20.175V-1125-5A-B5.40.250.20.27V-1065-5B-C5.80.150.20.174V-1015-5C-D2.30.150.20.069V-1025-5E-F30.40.20.24V-1006-6A-B5.40.150.40.324V-1006-6B-C3.20.150.40.192V-1006-6C-D2.60.150.40.156V-1006-6D-E3.50.150.40.21V-1006-6E-F5.30.150.40.3189.3158VOLADIZOV-11210.250.20.05V-10310.150.30.045V-10410.150.30.045V-1125.40.250.20.27V-D0.60.150.20.018V-B2.10.150.20.063V-B2.10.150.20.063V-D1.450.150.20.04350.5975

TOTAL x piso9.9133

TOTAL29.73993 PISOSTODA LA OBRALOSA ALIGERADAPOR PISOANCHO (m)LARGO (m)ESPESOR (m)PARCIAL (m)A5.4100.210.8B3.25.60.23.584C2.62.050.21.066D3.5100.27E2.33.120.22.8704F3100.26G3.23.20.22.04833.3684FALTA DESCONTAR LOS LADRILLOS HUECOSESCALERASDATOS DE ESCALERA1ER PISOCP0.1719cp1er pisoP0.2517cp2do pisoe0.1517cp3er pisoC SIMPLEC SIMPLEESCALERAancho1.2GRADASLOSA (m3)GRADA-parcial0.0255m31.275m32.72raiz0.302CIMIENTO DE ESCALERA0.9m3DESCANSO DE ESCALERA0.864m3

ESCALERA4.51m3

CISTERNACUERPO DEL3.31CISTERNALOSA FONDO0.864TAPA0.0724.25m3TANQUES ELEVADOSCUERPO DELT.E1.50LOSA FONDO0.7722TAPA0.0722.35m3

M. ACEROcolumnas(m)Long. Fierro12.656 5/8'' + 2 3/8''C-14 5/8'' + 2 3/8''C-24 1/2''C-38 5/8'' + 2 3/8''C-4DESCRIPCIONDiametro 1Diametro 2N vecesN piezasN piezas1/4''3/8''1/2''5/8''3/4''1''parcial ml.parcial kgs.obs. 1(kg/ml)0bs. 2(kg/ml)

C13/8''5/8''12612.6512.65101.2131.96480.561.552C13/8''5/8''12612.6512.65101.2131.96480.561.552C13/8''5/8''12612.6512.65101.2131.96480.561.552C13/8''5/8''12612.6512.65101.2131.96480.561.552C23/8''5/8''12412.6512.6575.992.69920.561.552C23/8''5/8''12412.6512.6575.992.69920.561.552C23/8''5/8''12412.6512.6575.992.69920.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C31/2''1412.6550.650.29640.994C23/8''5/8''124012.65012.650075.992.69920.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C31/2''01400012.6500050.650.29640.9940C23/8''5/8''124012.65012.650075.992.69920.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C43/8''5/8''12812.6512.65126.5171.23040.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C43/8''5/8''128012.65012.6500126.5171.23040.561.552C23/8''5/8''124012.65012.650075.992.69920.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552C13/8''5/8''126012.65012.6500101.2131.96480.561.552TOTAL3813.0136c1C1C2C3C4ESTRIBOS:Long. Estribo2.21.10.92.5N ESTRIBOSESPACIAMIENTOPARCIALACUMULADO3 3 a 0.250.750.75N ELEMENTOS15152233 a0.10.31.0511 a0.050.051.155 a0.10.51.6SUBTOTAL24091204.5131.436533 a0.150.452.0522 a0.20.42.45longitud4109.911 a0.150.152.611 a0.05peso varilla de 1/4''0.32kg/ml18peso1315.168kgESTRIBOS:N ESTRIBOSESPACIAMIENTOPARCIALACUMULADO1 1 a 0.150.150.1522 a0.20.40.5533 a0.150.45155 a0.10.51.555 a0.10.5233 a0.150.452.4522 a0.20.42.8511 a0.150.15322ESTRIBOS:N ESTRIBOSESPACIAMIENTOPARCIALACUMULADO1 1 a 0.150.150.1522 a0.20.40.5533 a0.150.45155 a0.10.51.555 a0.10.5233 a0.150.452.4522 a0.20.42.8511 a0.150.15322ESTRIBOS:N ESTRIBOSESPACIAMIENTOPARCIALACUMULADO1 1 a 0.150.150.1522 a0.20.40.5533 a0.150.45155 a0.10.51.511 a0.0511TOTAL ESTRIBOS73DESCRIPCION

C11C12C13C14C21C22C23C15C24C25C26C16C17C27C31C28C29C18C19aceros arequipaC210C211C32C212C110C41C111C213C112C214C42C215C113C114C115PESO TOTALCOLUMNAS5128.182KgACERO

M.VIGAS AVIGASDiametro 1N vecesN piezas1/4''3/8''1/2''5/8''3/4''1''parcial ml.parcial kgs.obs. 1(kg/ml)V-1071/2"164.225.225.0490.994V-1071/2"161.69.69.5420.994V-1071/2"164.225.225.0490.994V-1071/2"164.225.225.0490.994V-1071/2"161.69.69.5420.994V-1071/2"164.225.225.0490.994V-1081/2"164.225.225.0490.994V-1081/2"161.69.69.5420.994V-1081/2"1631817.8920.994V-1071/2"164.225.225.0490.994V-1071/2"161.69.69.5420.994V-1071/2"164.225.225.0490.994V-1091/2"143.1312.5212.4450.994V-1061/2"153.919.519.3830.994V-1091/2"143.1312.5212.4450.994V-1113/8"143.1712.6812.6040.994V-1113/8"141.827.287.2360.994V-1113/8"141.837.327.2760.994V-1113/8"143.1812.7212.6440.994V-1101/2"143.915.615.5060.994V-1001/2"165.432.432.2060.994V-1001/2"163.219.219.0850.994V-1001/2"162.615.615.5060.994V-1001/2"163.52120.8740.994V-1001/2"165.331.831.6090.994V-1121/2"145.421.621.4700.994V-1011/2"142.610.410.3380.994V-B1/2"143.212.812.7230.994V-1011/2"142.39.29.1450.994V-1021/2"1631817.8920.994V-1031/2"155.42726.8380.994V-1031/2"153.21615.9040.994V-1031/2"152.61312.9220.994V-1051/2"143.51413.9160.994V-1041/2"155.42726.8380.994V-B1/2"143.212.812.7230.994V-B1/2"142.610.410.3380.994V-1051/2"143.51413.9160.994V-1121/2"145.421.621.4700.994V-1061/2"155.82928.8260.994V-1011/2"142.39.29.1450.994V-1021/2"1631817.8920.994V-1001/2"165.432.432.2060.994V-1001/2"163.219.219.0850.994V-1001/2"162.615.615.5060.994V-1001/2"163.52120.8740.994V-1001/2"165.331.831.6090.994

VOLADIZOV-1121/2"14143.9760.994V-1031/2"15154.9700.994V-1041/2"15154.9700.994V-1121/2"145.421.621.4700.994V-D1/2"140.62.42.3860.994V-B1/2"142.18.48.3500.994V-B1/2"142.18.48.3500.994V-D1/2"141.455.85.7650.994912.035vigaESTRIBOS:N ESTRIBOSESPACIAMIENTOPARCIALACUMULADO11 a0.050.050.0555 a0.10.50.5533 a0.150.45133 a0.20.61.633 a0.20.62.233 a0.150.452.6555 a0.10.53.1511 a0.050.053.224VIGAS3/8''1/2''N ESTRIBOSV-1074.2241.228.8V-1071.6241.228.8V-1074.2241.228.8V-1074.2241.228.8V-1071.6241.228.8V-1074.2241.228.8V-1084.2241.228.8V-1081.6241.228.8V-1083241.228.8V-1074.2241.228.8V-1071.6241.228.8V-1074.2241.228.8V-1093.13241.228.8V-1063.9240.716.8V-1093.13241.228.8V-1113.17240.716.8V-1111.82240.716.8V-1111.83240.716.8V-1113.18240.716.8V-1103.9240.716.8V-1005.4241.126.4V-1003.2241.126.4V-1002.6241.126.4V-1003.5241.126.4V-1005.3241.126.4V-1125.4240.921.6V-1012.6240.716.8V-B3.2240.716.8V-1012.3240.716.8V-1023241.228.8V-1035.4240.921.6V-1033.2240.921.6V-1032.6240.921.6V-1053.5240.921.6V-1045.4240.921.6V-B3.2240.921.6V-B2.6240.716.8V-1053.5240.716.8V-1125.4240.921.6V-1065.8240.716.8V-1012.3240.716.8V-1023241.228.8V-1005.4241.126.4V-1003.2241.126.4V-1002.6241.126.4V-1003.5241.126.4V-1005.3241.126.40VOLADIZO0V-1121240.921.6V-1031240.921.6V-1041240.921.6V-1125.4240.921.6V-D0.6240.716.8V-B2.1240.716.8V-B2.1240.716.8V-D1.45240.716.8TOTAL ESTRIBO=1320aceroestribos1269.6total acero vigas1318.3kg/ml3pisostotal acero 3954.92028kg/mlvigas

M.LOSA Alosa AN DE VIGUETASPESOKg5.43.22.6L1101/2"0.9949.941386.5L26.53/8"0.563.6413.58176.54TEMPERATURA1/4"9.75402160.3269.12losa BPESOKgL15.61/2"0.9945.5664L243/8"0.562.247.806462.4512TEMPERATURA1/4"5.3522.4120.960.3238.7072losa CPESOKgL12.053/8"0.561.148L22.23/8"0.561.2322.3815.47TEMPERATURA1/4"1.88.244.280.3214.1696losa DPESOKgL114.41/2"0.99414.3136L28.23/8"0.564.59218.905675.6224TEMPERATURA1/4"14.1557.6311.040.3299.5328losa EPESOKgL16.41/2"0.9946.3616L23.43/8"0.561.9048.2656107.4528TEMPERATURA1/4"6.1525.6138.240.3244.2368losa FPESOKgL1101/2"0.9949.94L26.43/8"0.563.58413.52487.906TEMPERATURA1/4"9.75402160.3269.12losa GPESOKgL13.21/2"0.9943.1808L21.83/8"0.561.0084.188833.5104TEMPERATURA1/4"2.9512.869.120.3222.1184losa HPESOKgL15.31/2"0.9945.2682L211.23/8"0.566.27211.540228.8505TEMPERATURA1/4"5.0521.2114.480.3236.6336kgtotallosa981.4417totallosa2944.325kg3 pisos

M.ESCALERA AACERO LONGITUDINALN1/2"4