RESUMENCONSOLIDACION DE
METRADOSITEMSDESCRIPCIONUNDAMBIENTESTOTALAULASSHHITEMSINICIALINICIAL10.00.00Revoques,
Enlucidos y Molduras10.01.00TARRAJEO PRIMARIO EN MUROS, MORTERO C:A
1:5M252.4052.4010.02.00TARRAJEO EN MURO: INTERIOR Y
EXTERIORM285.2060.30145.5010.03.00TARRAJEO EN MUROS EXT. A PARTIR
2do.PISOM20.0010.04.00TARRAJEO DE
COLUMNASM24.801.606.4010.05.00TARRAJEO DE
VIGASM22.302.3010.06.00VESTIDURA DE DERRAMES
e=0.15m.M13.7024.0037.7010.07.00VESTIDURA DE DERRAMES CON BORDES
BOLEADOS M:1:2M0.0010.08.00BRUAS SEGUN DETALLE 1cm x
1cmM236.60109.50346.100.0011.00.00Cielo Rasos0.0011.01.00CIELO RASO
CON MEZCLA C:A 1:5M284.6039.40124.0011.02.00VESTIDURA FONDO
ESCALERAM20.000.0012.00.00Pisos y Pavimentos0.0012.01.00VEREDA
CONCRETO 175 kg/cm2 E=4" FROT.Y
BRUADOM214.5016.3030.8012.02.00SARDINEL H=0.50m F'c=175 kg/cm2
ACABADO 1:2M11.7010.8022.5012.03.00ENCOFRADO DE
SARDINELM25.905.4011.3012.04.00PISO DE CEMENTO PULIDO Y BRUADO E=2"
S/COLOREARM257.0057.0012.05.00CANALETA "MEDIA CAA" EN CIRCULACION 2
PISOM0.0012.06.00PISO CERAMICO 30x30 COLOR
ANTIDESLIZANTEM215.0015.0012.07.00CONTRAPISO DE 4" ACABADO PULIDO
EN MUEBLES BAJOSM20.0012.08.00RAMPA DE CONCRETO 175 kg/cm2 E=4"
BRUADO S/DISEOM20.0012.09.00PATIO DE CONCRETO 175 kg/cm2 E=5"
BRUADO S/DISEOM20.0012.10.00PISO DE ARENA FINA
E=6"M20.0012.11.00BASE AFIRMADO E=10CM COMPACTADO
C/PLANCHAM20.0012.12.00GRADA DE CONCRETO 175 kg/cm2 E=4" INC. ENC Y
DESENM20.0012.13.00CONTRAPISO DE 40 mm.M215.0015.0012.14.00SARDINEL
EN URINARIO REVEST. CON CERAMICO
h=0.30m.1.701.700.0013.00.00Contrazcalos0.0013.01.00CONTR.S/COLOREAR
H=10 cm MZ 1:2 e=1.50cm.M24.0024.0013.02.00CONTR.S/COLOREAR H=20 cm
MZ 1:2 A PLOMOM24.5013.3037.8013.03.00CONTRAZOCALO MAD. CEDRO
3/4"X4" + RODON 3/4"M0.0013.04.00CONTRAZOCALO DE CERAMICO COLOR
10x20M0.0013.05.00CONTR.S/COLOREAR H=30 cm MZ 1:2 e=1.5
cm.M0.0013.06.00CONTR.S/COLOREAR H=50 cm MZ 1:2 e=1.5
cm.M0.0013.07.00CONTR.S/COLOREAR H=60 cm MZ 1:2 e=1.5
cm.M0.0013.08.00CONTR.S/COLOREAR H=70 cm MZ 1:2 e=1.5
cm.M0.0013.09.00COLOCACION DE C/Z MAD. CEDRO 3/4"x4" + RODON
3/4"M0.000.0014.00.00Zcalos0.0014.01.00ZOCALO DE CERAMICO COLOR
20x30 (1a.)M242.1042.100.0016.00.00Revestimientos de Gradas y
Escalera0.0016.01.00REVESTIMIENTO PASO Y CONTRAPASO CEMENTO
PULIDOM0.000.0016.02.00CONTRAZOCALO RECTO EN
ESCALERASM0.0016.03.00ACABADO DE DESCANSO CEMENTO PULIDO Y
BRUADOM20.000.0017.00.00Cubiertas0.0017.01.00LAMINA TERMOACUSTICA
TIPO TEJA C/ALMA ACERO
ROJO/BLANCOM295.9051.10147.0017.02.00IMPERMEAB. DE TECHOS CON
PINTURA ASFALTICAM295.9051.10147.0017.03.00CUMBRERA TERMOACUSTICA
TIPO TEJA C/ALMA ACERO
ROJO/BLANCOM8.607.5016.100.0018.00.00Carpintera de
Madera0.0018.01.00PUERTA CN C/TABLEROS
MADERAM22.305.708.0018.02.00VENTANA CEDRO NACIONAL C/SEG
1/2"M216.807.6024.4018.03.00JUNTA SELLADORA CON SILICONA E=1.00cm
EN VENTANASM10.007.4017.4018.04.00PTA.CEDRO Y C/TRIP.6mm (MUEBLE
BAJO)M20.0018.05.00PTA.CLOSET CN-CONTRAPLAC.TRIPLAY
4mmM20.0018.06.00ESTANTERIA DE MADERA CEDROM20.0018.07.00TABIQUE DE
MADERA .C/TRIPLAY 6mm H=2.1m, RESTO VIDRIOM0.0018.08.00TICERO DE
MADERA CEDRO L=5M. BARNIZADOM1.001.000.0019.00.00Carpintera Metlica
y Herrera0.0019.01.00PASAMANO DE TUBO FN DE 1 1/2" EN SSHH
MINUS.M0.001.801.8019.02.00PASAMANO DE TUBO FG 2" EN
ESCALERAM0.000.000.0019.03.00CANTONERA DE FIERRO EN
ESCALERAM0.0019.04.00PUERTA DE INGRESO PRINCIPAL C/PERFILES
3/16"M20.0019.05.00CERCO CON MALLA ELECTROSOLDADA 2x2"
C/PERFILESM20.000.0020.00.00Cerrajera0.0020.01.00BISAGRA ALUMIN. DE
4" PESADA EN PUERTAPZA4.0012.0016.0020.02.00BISAGRA ALUMIN. DE 2.5"
PESADA EN PUERTA/VENTANAPZA48.0040.0088.0020.03.00CERRADURA DOS
GOLPES EN PUERTA, CON TIRADORPZA1.003.004.0020.04.00CERROJO
"SAPITO" SEGURIDAD BAT.VENTANAPZA24.0020.0044.0020.05.00CADENA
GALVANIZADA DE 1/8" DOS PZA. 30CM BAT VENTPZA24.0020.0044.00AGREGAR
PARTIDA DETALLE METRADOS20.06.00MANIJA DE 4" EN
PUERTASPZA1.003.004.0020.07.00TIRADOR PARA MUEBLES
BAJOSPZA0.0020.08.00SEGUROS CON IMAN EN
MUEBLESPZA0.0020.09.00ARMELLAS PARA CANDADOPZA0.0020.10.00CANDADO
DE 60 mm.PZA0.000.0021.00.00Vidrios, Cristales y
Similares0.0021.01.00VIDRIOS SEMIDOBLES
IMPORTADOP2181.2082.10263.300.0022.00.00Pintura0.0022.01.00SELLADO
DE CONCRETO EXPUESTOM277.5035.30112.8022.02.00PINTURA LATEX 2 MANOS
EN CIELO RASO Y VIGASM286.9039.40126.3022.03.00PINTURA LATEX 2
MANOS EN MUROS Y COLUMNAM292.1065.50157.6022.04.00PINTURA ANTICOR.Y
ESMALTE 2 MANOS EN BARRAS SEGURIDADM45.1035.1080.2022.05.00PINTURA
BARNIZ EN CARPINTERIA DE MADERAM221.4019.0040.4022.06.00PINTURA
BARNIZ EN C/Z DE MADERA H=0.10mM0.0022.07.00PINTURA ESMALTE 2 MANOS
EN C/Z DE CEMENTO H=0.10mM24.0024.0022.08.00PINTURA ESMALTE 2 MANOS
EN C/Z DE CEMENTO H=0.20mM24.5013.3037.8022.09.00PINTURA ESMALTE 2
MANOS EN BORDES BOLEADOSM0.0022.10.00PINTURA ESMALTE 2 MANOS EN C/Z
DE CEMENTO H=0.30mM0.0022.11.00PINTURA ESMALTE 2 MANOS EN C/Z DE
CEMENTO H=0.50mM0.0022.12.00PINTURA ESMALTE 2 MANOS EN C/Z DE
CEMENTO H=0.60mM0.0022.13.00PINTURA ESMALTE 2 MANOS EN C/Z DE
CEMENTO H=0.70mM0.0022.14.00PINTURA ANTICORROSIVA Y ESMALTE
CARPINTERIA METALICAM20.0022.15.00PINTURA DEMARCACION LOSA
DEPORTIVAM0.0022.16.00PUENTE DE ADHERENCIA UNION DE C
FRESCO-ENDURECIDOM0.000.0023.00.00Varios, Limpieza y
Jardinera0.0023.01.00JUNTA DE DILATACION CON ESPUMA PLASTICA+JEBE
MICROPOROSOM10.2020.9031.1023.02.00JUNTA DE DILATACION RELLENO CON
MORTERO ASFALTICO E=1"M67.1016.4083.5023.03.00IMPERMEABILIZACION DE
JUNTA CON ASFALTO LIQUIDOM23.002.705.7023.04.00MESA C.A. REVESTIDO
CON CERAMICO COLOR 20x30M20.0023.05.00REVESTIMIENTO CERAMICO COLOR
20x30 BEBEDEROM28.108.1023.06.00REVESTIMIENTO CERAMICO COLOR 20x30
URINARIOM26.006.0023.07.00MESA C REVEST.CERAMICO COLOR 20x30 -
LAVADEROM20.0023.08.00INODORO TANQUE BAJO
NIOSPZA6.006.0023.09.00CARGUIO, PREP. TIERRA AGRICOLA Y SEMBRADO
GRASSM20.0023.10.00SEMBRADO PLANTONESUND0.0023.11.00RIEGO DE GRASS
CON MANGUERAM20.0023.12.00RIEGO DE PLANTONESUND0.0023.13.00ARCO Y
TABLERO DE FULBITO/BASQUETUND0.0023.14.00TUBOS C. VOLEY INC. RED Y
DADOS DE CONCRETOJGO0.0023.15.00PASAMOS METALICOS L=2.80M. (JUEGO
INFANTIL)UND0.0023.16.00COLUMPIOS METALICOS L=3.10M. (JUEGO
INFANTIL) 3 ASIENTOSUND0.0023.17.00TOBOGAN METALICO L=1.85M. (JUEGO
INFANTIL)UND0.0023.18.00SUBE Y BAJA (JUEGO INFANTIL) C/08
ASIENTOSUND0.0023.19.00TAPAJUNTA METALICA EN PISOSM0.0023.20.00TAPA
JUNTA METALICA ENTRE MODULOS (VERTICAL)M0.0023.21.00TAPAJUNTA
METALICA EN TECHOS ENTRE MODULOSM0.0023.22.00TAPAJUNTA METALICA
ENTRE ESCALERA Y MODULOM0.0023.23.00PIZARRA DE CEMENTO 5.0x1.20 SIN
TICEROPZA0.0023.24.00TABIQUE DE FIBROCEMENTO
1.22x2.44x6mmM20.0023.24.00LOSA DE C.A. e=10cm. ANCHO 55 cm:
ACABADO C. PULIDOM0.00
AULA INICIALSUSTENTO DE METRADOSMODULO:01 AULA COMUN INICIAL (1
piso)FECHA : 30 - Agosto - 2008SISTEMA:COLUMNAS/VIGAS CONCRETO
EXPUESTO, MUROS TARRAJEADOS, VENTANAS DE MADERAColumnas/Vigas
concreto expuesto, Muros Tarrajeados, Ventanas de
MaderaPARTIDADESCRIPCINUNDCANTMEDIDASPARCIALTOTALLARGOANCHOALTO02Trabajos
Preliminares02011140Trazo y Replanteo
Preliminarm144.4013.40010.775144.38503Movimiento de
Tierras03010120Excavacin de Zanjas y Zapatas Rt>2.0 kg/cm.
h=1.30mm113.50corte 125.3001.7001.30023.426corte
215.3002.2001.30015.158corte 3 y 3'113.4002.0001.30034.840corte 4 y
4'113.4002.3001.30040.06603010220Corte de Terreno en forma
Manualm10.40interior17.8005.3000.2008.268vereda111.9701.1750.1502.11003010450Relleno
Manual con Material Propiom37.80corte
145.3000.1000.5001.06025.3000.7300.4003.09525.3000.7150.4503.411-10.2000.1500.400-0.012corte
225.3000.1000.5000.53025.3000.9800.4004.155corte 3 y
3'113.4000.1000.5000.67021.9000.1000.5000.19018.2000.1000.5000.410113.4000.7750.4504.67321.2250.7150.4500.788111.2200.7750.4003.478corte
4 y
4'113.4000.1000.5000.67022.2000.1000.5000.22018.2000.1000.5000.410113.4000.9250.4505.57821.3750.7150.4500.885111.2200.9250.4004.15103010600Escarificado
y compactacin con
rodillom103.60interior111.2207.00078.540-10.2000.150-0.030vereda111.9702.10025.13703010660Acarreo
Interno, Material procedente de
Excavacionesmesponj.116.40Excavacin113.4901.300147.537corte10.3781.30013.491Relleno34.363-1.300-44.67103010700Eliminacin
de Material Excedente Acarreadom116.4003010780Afirmado de 8" en
Interiores, Patios y Veredasm103.60Area
total111.2207.00078.540-10.2000.150-0.030Vereda111.9702.10025.13704Obras
de Concreto Simple04010100Subcimientos, Concreto 1:12 + 30%
P.G.m87.30corte 125.3001.70018.020corte 215.3002.20011.660corte 3 y
3'113.4002.00026.800corte 4 y
4'113.4002.30030.82004010260Sobrecimiento, Concreto 1:8 +25%
P.M.m1.20eje 115.7700.2400.2000.277eje 216.7500.2400.2000.324eje
416.6500.2400.2000.319eje A32.4500.1300.2000.191eje
B12.4500.1300.2000.06421.3600.1300.2000.07104010280Sobrecimiento,
Encofrado y Desencofradom12.70eje 125.7700.2002.308eje
226.7500.2002.700eje 426.6500.2002.660eje A62.4500.2002.940eje
B22.4500.2000.98041.3600.2001.08804010500Falso Piso Mezcla 1:8
e=4"m78.50111.2207.00078.540-10.2000.150-0.03005Obras de Concreto
Armado05010180Zapatas, Concreto f'c=175 kg/cm.m39.50corte
125.5001.5000.5008.250corte 215.5002.0000.5005.500corte 3 y
3'113.2001.8000.50011.880corte 4 y
4'113.2002.1000.50013.86005010300Zapatas, Encofrado y
Desencofradom41.80corte 129.4000.5009.40025.5000.5005.500corte
225.5000.5005.500corte 3 y 3'113.2000.5006.60018.2000.5004.100corte
4 y 4'113.2000.5006.60018.2000.5004.10005010320Zapatas, Acero
Fy=4200 kg/cm.kg538.00corte 1 4 1/2"29.2504.0000.99073.260 1/2" @
0.20m21.35028.0000.99074.844corte 2 6 1/2"19.2506.0000.99054.945
1/2" @ 0.20m11.85028.0000.99051.282corte 3 y 3' 4
1/2"113.5504.0000.99053.658 1/2" @
0.20m11.65042.0000.99068.607corte 4 y 4' 6
1/2"113.5506.0000.99080.487 1/2" @
0.20m11.95042.0000.99081.08105010360Vigas de Cimentacin, Concreto
f'c=175 kg/cm.m9.60eje 116.3000.2400.7001.058eje
216.7500.2400.7001.134eje 416.4500.2400.7001.084eje
A111.9700.4500.7003.771Restar columnas:
C-1-20.5850.2500.700-0.205C-2 y
C-3-20.9000.2500.700-0.315-20.3000.2000.700-0.084eje
B111.9700.4500.7003.771Restar columnas:
C-1-10.5850.2500.700-0.102C-2 y
C-3-20.9000.2500.700-0.315-20.3000.2000.700-0.084C-5-10.5850.2500.700-0.102-10.2700.2000.700-0.03805010400Vigas
de Cimentacin, Encofrado y Desencofradom56.00eje
116.7000.7004.69016.3000.7004.410eje 226.7500.7009.450eje
416.6500.7004.65516.4500.7004.515eje
A19.0000.7006.300111.2200.7007.854eje
B19.0000.7006.300111.2200.7007.85405010420Vigas de Cimentacin,
Acero Fy=4200 kg/cm.kg1055.00eje 1 4
3/4"18.4204.0002.24075.443estribo 3/8" @
0.20m12.93033.0000.56054.146eje 2 4
3/4"18.4204.0002.24075.443estribo 3/8" @
0.20m22.90017.0000.56055.216eje 4 4
3/4"18.4204.0002.24075.443estribo 3/8" @
0.20m12.93033.0000.56054.146eje A 6 3/4"113.1906.0002.240177.2742
3/4"25.4952.0002.24049.235estribo 3/8" @
0.20m33.32019.0000.560105.974eje B 6 3/4"113.1906.0002.240177.2742
3/4"25.4952.0002.24049.235estribo 3/8" @
0.20m33.32019.0000.560105.97405010800Columnas, Concreto f'c=175
kg/cm.m1.401er. PisoCA-1 frontal60.2500.1301.5650.305CA-1
posterior60.2500.1301.1850.2310.542do. PisoCA-1
frontal60.2500.1301.5650.305CA-1
posterior60.2500.1301.1850.231Circulacin NCP-1
interiores40.2500.1300.9350.122Circulacin NCP-1
extremos60.2500.1300.9350.1820.8405010820Columnas, Concreto f'c=210
kg/cm.m0.701er.
PisoC-510.2400.4502.8650.309C-710.2400.2503.5000.210CA-320.2500.1303.1500.20505010828Columnas,
Concreto Expuesto f'c=210 kg/cmm12.601er.
PisoC-130.5850.2503.5001.536C-220.9000.2503.5001.57520.3000.2003.3500.402C-320.9000.2503.5001.57520.3000.2003.5000.42020.0300.2000.3500.004C-410.2550.2503.5000.223C-410.2550.2502.8650.183C-610.5850.2503.5000.51210.2700.5003.5000.473ducto10.2000.1503.8500.1167.022do.
PisoC-130.5850.2502.8001.229C-220.9000.2502.8001.26020.3000.2002.6500.318C-320.9000.2502.8001.26020.3000.2002.6500.318C-420.2550.2502.8000.357C-610.5850.2502.8000.41010.2700.5002.8000.378ducto10.2000.1503.2880.0995.6305010840Columnas,
encofrado y desencofradom38.901er. PisoCA-1
frontal60.6301.5655.916CA-1
posterior60.6301.1854.479C-410.5052.8651.44710.2503.5000.875C-511.1402.8653.266C-710.5003.5001.750CA-320.6303.1503.96921.702do.
PisoCA-1 frontal60.6301.5655.916CA-1
posterior60.6301.1854.479C-420.2502.8001.400Circulacin NCP-1
interiores40.5000.9351.870Circulacin NCP-1
extremos60.6300.9353.53417.2005010860Columnas, encofrado y
desencofrado Caravistam114.101er.
PisoC-131.4303.50015.015C-222.0003.50014.00020.7003.3504.690C-322.0003.50014.00020.4603.5003.22020.0300.3500.021C-410.2503.5000.87510.2502.8650.716C-611.4003.5004.90010.8803.5003.08010.5503.8502.11862.632do.
PisoC-131.4302.80012.012C-222.0002.80011.20020.7002.6503.710C-322.0002.80011.20020.7002.6503.710C-420.2502.8001.400C-611.4002.8003.92010.8802.8002.46410.5503.2881.80851.4205010880Columnas,
Acero Fy=4200 kg/cm.kg2445.001er. PisoC-1 6
3/4"36.0004.7502.240191.520estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m329.0001.7700.56086.234estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m329.0001.1400.56055.541C-2 8
3/4"28.0004.7502.240170.240estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m229.0002.4000.56077.952estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m229.0001.6000.56051.968C-3 8
3/4"28.0004.7502.240170.240estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m229.0002.4000.56077.952estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m229.0001.6000.56051.968C-4 4
1/2"24.0004.7500.99037.620estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m129.0001.1100.56018.026estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m130.0001.1100.56018.648C-5 4
3/4"14.0004.7502.24042.560estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.10m135.0001.4800.56029.008C-6 6
3/4"16.0004.7502.24063.8405 1/2"15.0004.7500.99023.513estribo 3/8"
1 @ 0.05, 5 @ 0.10, 1 @ 0.15, R @
0.25m129.0001.7700.56028.745estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m129.0002.1400.56034.754estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m129.0000.7600.56012.342estribo 3/8" 1 @
0.05, 5 @ 0.10, 1 @ 0.15, R @ 0.25m129.0001.0100.56016.402C-7 4
1/2"14.0005.0500.99019.998estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m129.0001.0800.56017.539CA-3 4
3/8"24.0003.6500.56016.3521 5/8"21.0000.8001.5502.480estribo 6mm @
0.25m213.0000.8000.2204.576CA-1 frontal 4
3/8"64.0002.8950.56038.909estribo 6mm @
0.15m611.0000.8000.22011.616CA-1 posterior 4
3/8"64.0002.5150.56033.802estribo 6mm @
0.15m68.0000.8000.2208.4481412.792do. PisoC-1 6
3/4"26.0003.6202.24097.306estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m222.0001.7700.56043.613estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m222.0001.1400.56028.090C-1 6
3/4"16.0003.7702.24050.669estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0001.7700.56022.798estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0001.1400.56014.683C-2 8
3/4"18.0003.6202.24064.870estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m122.0002.4000.56029.568estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m122.0001.6000.56019.712C-2 8
3/4"18.0003.7702.24067.558estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0002.4000.56030.912estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0001.6000.56020.608C-3 8
3/4"18.0003.6202.24064.870estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m122.0002.4000.56029.568estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m122.0001.6000.56019.712C-3 8
3/4"18.0003.7702.24067.5582 estribos 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0002.4000.56030.9122 estribos 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0001.6000.56020.608C-4 4
1/2"24.0003.6950.99029.264estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m223.0001.1100.56028.594C-6 6
3/4"16.0003.7702.24050.6695 1/2"15.0003.7700.99018.662estribo 3/8"
1 @ 0.05, 5 @ 0.10, 1 @ 0.15, R @
0.25m123.0001.7700.56022.798estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0002.1400.56027.563estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0000.7600.5609.789estribo 3/8" 1 @
0.05, 5 @ 0.10, 1 @ 0.15, R @ 0.25m123.0001.0100.56013.009CA-1
frontal 4 3/8"64.0002.1950.56029.501estribo 6mm @
0.15m611.0000.8000.22011.616CA-1 posterior 4
3/8"64.0001.8150.56024.394estribo 6mm @
0.15m68.0000.8000.2208.448circulacin 2
1/2"42.0001.7150.99013.583estribo 6mm @
0.15m47.0000.6000.2203.696circulacin 2
3/8"62.0001.7150.56011.525estribo 6mm @
0.15m67.0000.6000.2205.5441032.2705010910Gargola de Concreto
Terminado segn diseound4.001er. Piso2.0002do.
Piso2.00005011000Vigas, Concreto f'c=175 kg/cm.m0.601er.
PisoParapeto42.9500.1300.1000.15321.8600.1300.1000.048ducto20.3500.0900.1500.0090.212do.
PisoParapeto52.9500.1300.1000.19211.8600.1300.1000.024Circulacin23.9550.1300.1000.10313.7700.1300.1000.04911.8400.1300.1000.0240.3905011010Vigas,
Concreto f'c=210 kg/cm.m0.401er. Pisocorte
1-1110.8300.2000.2000.433corte
2-211.6300.2400.6350.24805011015Vigas, Concreto Expuesto f'c=210
kg/cm.m19.101er.
PisoVA-1211.9700.2500.5503.292VS-137.4000.2700.5503.297V-10122.1000.2700.5500.624V-10212.1000.3000.5500.347V-10412.1000.3000.5500.347V-10317.4000.3000.7001.5549.462do.
PisoVA-2111.9700.2500.5501.646111.9700.2500.7002.095VS-227.4000.2700.6252.498V-20127.4000.3000.7753.4419.6805011020Vigas,
Encofrado y Desencofradom16.601er.
PisoParapeto42.9500.2002.36021.8600.2000.744120.1300.1000.156ducto10.3500.3000.10510.3500.3900.137corte
1-1111.9700.2002.394110.8300.2002.166corte
2-211.6301.2702.07010.9000.2400.21610.352do.
PisoParapeto52.9500.2002.95011.8600.2000.372120.1300.1000.156Circulacin23.9550.2001.58213.7700.2000.75411.8400.2000.36860.1300.1000.0786.2605011040Vigas,
Encofrado y Desencofrado Caravistam127.501er.
PisoVA-1111.9700.5506.584110.8300.3503.791210.8300.3507.58129.0000.2504.50040.2500.5500.550VS-127.4000.5508.14037.4000.3507.77017.2500.3502.53817.1500.0150.10716.6500.0150.10037.4000.0150.33316.9000.0150.104V-10122.1001.1704.91420.2700.3500.189V-10212.1001.0002.10010.3000.3500.105V-10412.1001.0002.10010.3000.3500.105V-10317.4001.0007.40017.0000.3002.10061.112do.
PisoVA-2111.9700.5506.584111.9700.7008.379110.8300.3503.791110.8300.5005.41529.0000.2504.50020.2500.5500.27520.2500.7000.350VS-227.4000.6259.25017.4000.4253.14517.2500.4253.08117.1500.0150.10716.6500.0150.10017.4000.0150.11116.9000.0150.104V-20127.4001.15017.02027.0000.3004.20066.4105011100.Vigas,
Acero Fy=4200 kg/cm.kg1942.001er. PisoV-101, VS-1 4
5/8"24.00011.2401.550139.3762 5/8"12.0002.5501.5507.9052
5/8"12.0003.0501.5509.455estribo 3/8" 1 @ 0.05, 5 @ 0.10, R @ 0.25m
c/extremo133.0001.7400.56032.155estribo 3/8" 1 @ 0.05, 5 @ 0.10, R
@ 0.25m c/extremo121.0001.7400.56020.462estribo 3/8" 1 @ 0.05, 5 @
0.10, R @ 0.25m c/extremo119.0001.7400.56018.514estribo 3/8" 1 @
0.05, 7 @ 0.10, R @ 0.20m214.0001.7400.56027.283corte 2-2 4
1/2"14.0002.2700.9908.989estribo 3/8" 1 @ 0.05, R @
0.10m19.0002.9500.56014.868V-104, VS-1 4
5/8"14.00011.2401.55069.6882 3/4"12.0002.7502.24012.320estribo 3/8"
1 @ 0.05, 5 @ 0.10, R @ 0.25m
c/extremo220.0001.7400.56038.976estribo 3/8" 1 @ 0.05, 7 @ 0.10, R
@ 0.20m114.0001.8000.56014.112V-102, V-103 2
5/8"12.00011.2401.55034.8442 5/8"12.0008.5401.55026.4742
5/8"12.0004.6501.55014.4152 5/8"12.0003.4701.55010.7572
3/4"12.0002.5702.24011.5142 3/4"12.0005.0002.24022.4001
3/4"11.0003.7502.2408.400estribo 3/8" 1 @ 0.05, 12 @ 0.10, 1 @
0.15, R @ 0.30m c/extremo141.0002.1000.56048.216estribo 3/8" 1 @
0.05, 7 @ 0.10, R @ 0.20m114.0001.8000.56014.112VA-1 4
5/8"24.00013.2101.550163.8042 5/8"42.0003.3001.55040.9201
5/8"41.0003.3001.55020.4601 5/8"81.0002.1051.55026.102estribo 3/8"
1 @ 0.05, 9 @ 0.10, 1 @ 0.15, R @ 0.20m
c/extremo625.0001.7000.560142.800corte 1-1 6
3/8"16.00013.0200.56043.747estribo 6mm 1 @ 0.05, 5 @ 0.10, R @
0.20m c/extremo324.0000.8400.22013.306ducto 2
3/8"22.0000.9000.5602.016estribo 1/4" @
0.10m24.0000.3000.2500.600Parapeto posterior 2
3/8"32.0003.4000.56011.424estribo 6mm @
0.20m313.0000.3000.2202.574Parapeto frontal 2
3/8"12.0003.4000.5603.808estribo 6mm @
0.20m113.0000.3000.2200.858Parapeto frontal 2
3/8"22.0002.3100.5605.174estribo 6mm @
0.20m27.0000.3000.2200.9241083.752do. PisoVS-2 4
1/2"24.0008.6400.99068.4292 3/8"22.0008.4400.56018.906estribo 3/8"
1 @ 0.05, 5 @ 0.10, R @ 0.25m
c/extremo142.0001.8900.56044.453estribo 3/8" 1 @ 0.05, 5 @ 0.10, R
@ 0.25m c/extremo121.0001.8900.56022.226estribo 3/8" 1 @ 0.05, 5 @
0.10, R @ 0.25m c/extremo119.0001.8900.56020.110V-201 4
5/8"24.0008.7401.550108.3764 5/8"24.0002.6701.55033.1081
3/4"21.0005.0002.24022.4002 3/8"22.0008.4400.56018.906estribo 3/8"
1 @ 0.05, 12 @ 0.10, 1 @ 0.15, R @ 0.30m
c/extremo241.0002.2500.560103.320VA-2 4
5/8"14.00013.2101.55081.9022 3/8"12.00012.9100.56014.459estribo
3/8" 1 @ 0.05, 9 @ 0.10, 1 @ 0.15, R @ 0.20m
c/extremo325.0001.7000.56071.400VA-2 4 5/8"14.00013.4101.55083.1422
3/8"12.00012.9100.56014.459estribo 3/8" 1 @ 0.05, 9 @ 0.10, 1 @
0.15, R @ 0.20m c/extremo325.0002.0000.56084.000Parapeto posterior
2 3/8"32.0003.4000.56011.424estribo 6mm @
0.20m313.0000.3000.2202.574Parapeto frontal 2
3/8"22.0003.4000.5607.616estribo 6mm @
0.20m213.0000.3000.2201.716Parapeto frontal 2
3/8"12.0002.3100.5602.587estribo 6mm @
0.20m17.0000.3000.2200.462Circulacin 2 3/8"22.0004.4050.5609.8672
3/8"12.0004.2200.5604.7262 3/8"12.0002.4200.5602.710estribo 6mm @
0.15m411.0000.3000.2202.904estribo 6mm @
0.15m310.0000.3000.2201.980858.1605011130Manguito de Tubo PVC-SAL
2"x15cm y Fierro 5/8" L=0.90mund2.001er.
Piso12.0002.00005011200Losa Maciza, Concreto f'c=175
kg/cm.m0.101er. Piso11.6500.7300.0700.08405011220Losa Maciza,
Encofrado y Desencofradom1.101er.
Piso11.2800.6000.76814.7600.0700.33305011240Losa Maciza, Acero
Fy=4200 kg/cm.kg6.001er. PisoCloset 4
3/8"14.0001.9300.5604.323estribos 1/4" @
0.30m16.0000.9900.2501.48505011280Losa Aligerada, Concreto f'c=210
kg/cm.m15.601er.
Piso13.6307.4000.0501.34323.6157.4000.0502.67523.6151.8850.0500.68113.6001.8850.0500.3391810.8600.1000.1502.932410.8300.1000.1500.6508.622do.
Piso23.6157.4000.0502.67513.6007.4000.0501.3321810.8300.1000.1502.9246.9305011300Losa
Aligerada, Encofrado y
Desencofradom180.9013.6307.40026.86223.6157.40053.50223.6151.88513.62913.6001.8856.786100.782do.
Piso23.6157.40053.50213.6007.40026.64080.1405011340Losa Aligerada,
Acero Fy=4200 kg/cm.kg749.001er. Piso 1/2"222.0004.3100.990187.744
3/8"221.0004.2000.56051.744 1/2"221.0002.3000.99050.094
1/2"181.0002.2700.99040.451 1/2"41.0002.3000.9909.108
3/8"222.0001.1450.56028.213 6mm @
0.25m315.00010.5500.220104.445471.802do. Piso
3/8"181.00012.6200.560127.210 3/8"182.0002.3000.56046.368
3/8"182.0001.1450.56023.083 6mm @
0.25m315.0008.1500.22080.685277.3505011380Losa Aligerada, Ladrillo
Hueco 15x30x30und1528.001er.
Piso112.10018.667225.867212.05018.667449.867212.0504.950119.295112.0004.95059.400854.432do.
Piso212.05018.667449.867112.00018.667224.000673.8709Muros y
Tabiques de Albailera09010100Muro de Ladrillo kk tipo IV cabeza
M:1:1:4 e=1.5cm.m88.601er.
Piso15.3502.60013.91010.4502.6001.17023.3752.60017.55013.5752.6009.29513.0752.6007.99549.922do.
Piso15.3502.80014.98011.8002.8005.04013.5752.80010.01013.0752.8008.61038.6409010120Muro
de Ladrillo kk tipo IV soga M:1:1:4 e=1.5cm.m54.801er.
Piso32.4500.9857.24012.4501.3653.34421.3601.3653.71313.1103.1509.79710.6003.1501.89025.982do.
Piso32.4501.1858.71022.4501.5657.66911.3601.5652.128Circulacin23.2050.9355.99313.0200.9352.82411.5900.9351.48728.8109010140Muro
de Ladrillo kk tipo IV canto M:1:1:4 e=1.5cm.m2.001er.
Pisoducto10.3502.3100.8090.812do.
Pisoducto10.3503.2921.1521.1509010700Alambre # 8 Refuerzo
Horizontal en Muroskg52.001er.
Piso616.0000.8000.1108.448216.0001.0500.1103.696116.0001.4000.1102.46466.0000.8000.1103.16868.0000.8000.1104.224220.0000.8000.1103.52025.522do.
Piso418.0000.8000.1106.336218.0001.0500.1104.15868.0000.8000.1104.224610.0000.8000.1105.280circulacin66.0000.8000.1103.16836.0001.0500.1102.07916.0001.1500.1100.75926.0010.00.00REVOQUES,
ENLUCIDOS Y MOLDURAS10010100Tarrajeo Primario en murosm15.801er.
Pisomuros13.2850.3501.15013.0550.3000.917110.2601.25012.825columnas20.2500.3500.17510.3700.3000.11120.2501.2500.62510.02.00Tarrajeo
en muro: interior y exteriorm85.2085.248CabezaEje "O"
exterior17.4002.55018.870Eje "O" interior17.4002.65019.610Eje "Q"
exterior14.0002.55010.200Eje "Q" interior17.1502.65018.948sogaEje
"1" exterior22.8000.9505.320Eje "1" interior22.8001.0505.880Eje "2"
exterior12.8001.3303.72411.7001.3302.261Eje "2"
interior12.8001.4304.00411.7001.4302.431restar
pizarra-15.0001.200-6.00085.2510.04.00Tarrajeo de
Columnasm4.804.760Eje "1" CA-1 exterior40.2500.9500.950verificar
tarrajeo de c/zEje "1" CA-1 interior40.2501.0501.050Eje "2" CA-1
exterior40.2501.3301.330Eje "2" CA-1
interior40.2501.4301.4304.764.7610.05.00Tarrajeo de
Vigasm2.302.320Eje "1"43.3000.1001.320Eje
"2"23.3000.1000.66021.7000.1000.3402.322.3210.06.00Vestidura de
derrames
e=0.15m.m13.7013.730V1'12.2002.20011.6301.630V2'13.3003.300V3'23.3006.60013.7310.08.00Bruas
Segn Diseo 1x1cmm236.60236.648Eje "1" exterior
posterior40.9503.80043.1brua a eliminar de
elevacion22.8005.60000.5500.000encima
ventanascontrazcalo16.6006.600Eje "2" exterior
frontal41.3305.32012.8002.80011.7001.700contrazcalo15.5005.500Techo
circulacin17.3007.30041.5006.000Techo
Aulas47.12528.50043.65014.60027.12514.250Eje "1"
interior41.0504.20022.8005.600contrazcalo16.6006.600Eje "2"
interior41.4305.72012.8002.80011.7001.700contrazcalo15.5005.500Eje
"O" exterior27.90015.80042.55010.200Eje "O"
interior27.40014.80022.6505.300pizarra112.40012.400Eje "Q"
exterior111.90011.90032.5506.758Eje "Q"
interior27.40014.80042.65010.600236.6511.00.00CIELO
RASO11.01.00Cielo Raso con Mezcla C:A 1:584.6084.600Aula
Comn27.1253.65052.013volados17.1250.5003.563circulacin41.5003.65021.90027.1250.5007.12584.6012.00.00PISOS
Y PAVIMENTOS12010120Piso de Cemento Pulido y Bruado e=2"
s/colorearm23.002do.
Piso111.8001.95023.01010.1000.1500.01512.01.00Vereda Concreto 175
kg/cm e=4"m14.50Circulacin8.0501.80014.49012010390Contrapiso de 6"
Acabado Pulido en Muebles
Bajosm13.6300.6002.17813.0000.0450.13513.4700.6002.08211.5000.6000.90012.02.00Sardinel
en Modulos, Concreto 175 kg/cm,
Tarrajeadom11.7018.0508.05021.8003.60011.6512.03.00Encofrado de
Sardinelm5.9011.7000.5005.85012.04.00Piso de Cemento Pulido y
Bruado e=2" s/colorearm57.0056.950Aula
Comn156.95056.95013.00.00CONTRAZOCALOS13.01.00Contrazcalo
s/colorear h=10 cm Mz 1:2 e=1.5 cmm24.0024.000Eje "O"17.4007.400Eje
"Q"14.5004.500Eje "1"16.6006.600Eje
"2"15.5005.50024.0013.02.00Contrazcalo s/colorear h=20 cm Mz 1:2 a
plomom24.5024.500Eje "1"16.6006.60011.951.110.85Eje
"2"15.5005.50012.24Eje "O"17.9007.900Eje
"Q"14.5004.50024.5014Zcalos14010100Zcalo de Maylica Blanca 20x20
1era.mTechomuros13.2850.3501.15013.0550.3000.917110.2601.20012.312columnas20.2500.3500.17510.3700.3000.11120.2501.2000.60017.00.00CUBIERTAS17.01.00Lamina
termoacustica tipo teja c/alma acero
rojo/blancom95.9018.55011.22095.93117.02.00Impermeabilizacin de
Techos con Pintura Asfalticam95.9018.55011.22095.93117.03.00Junta
de Dilatacin en lmina termoacsticam13.4003.40017.04.00Cumbrera
termoacustica c/alma acero
rojo/blancom8.6018.5508.55018.00.00CARPINTERIA DE
MADERA18.01.00Puerta CN c/tableros
Maderam2.302.310P111.1002.1002.31018010340Puerta CN en Muebles
Bajosm1er.
Pisococina30.9700.7002.037tpico11.3002.1002.73018010360Puerta Cedro
contraplaca c/Triplay 4mm en Closetm1er.
Pisococina11.2502.0002.50011.2500.9001.12518010400Estantera de
Madera Cedrom1er.
Pisococina20.8750.4000.70030.9700.4001.16410.6300.4000.25221.2500.5001.25018.02.00Ventana
Cedro c/seguridad
1/2"m16.8016.775V1'12.2001.1202.46411.1000.6500.715V2'13.3001.1203.696V3'23.3001.5009.90016.7818.03.00Junta
Selladora con Silicona e=1.00cm en
Ventanasm10.0010.010V1'11.1201.12010.6500.650V2'21.1202.240V3'41.5006.00010.0118.08.00Ticero
de madera cedro (L=5M.)
barnizado1.0011.0001.00020.00.00CERRAJERIA20.01.00Bisagra
Aluminizada de 4" Pesada en Puertapza4.0014.0004.00020.02.00Bisagra
Aluminizada de 2.5" Pesada en
Ventanapza48.00V1'112.00012.000V2'112.00012.000V3'212.00024.00048.00muebles
bajos02.0000.000closet02.0000.00003.0000.00020.03.00Cerradura Dos
Golpes c/tirador en Puertapza1.0011.0001.00020.04.00Cerrojo
"Sapito" Seguridad Batiente de
Ventanapza24.00V1'16.0006.000V2'16.0006.000V3'26.00012.00024.0020.05.00Cadena
galvanizada de 1/8" dos pza. 30 cm. Bat.
Ventpza24.00V1'16.0006.000V2'16.0006.000V3'26.00012.00024.0020.06.00Manija
de 4" en Puertaspza1.0011.0001.0007.06.00Tiradores de puertas en
muebles bajospza8.001er. Pisomuebles bajos81.0008.0007.07.00Seguros
con imnpza12.001er. Pisomuebles
bajos81.0008.000closet41.0004.00012.007.08.00Armellas para
candadopza4.001er. Pisocloset41.0004.00021.00.00VIDRIOS, CRISTALES
Y SIMILARES21.01.00Vidrios Semidobles
Importadop2181.2016.77510.800181.17022.00.00PINTURA22.01.00Sellado
de Concreto Expuestom77.5077.5041er. PisoC-1 eje
"O"21.1502.7506.325columnasC-1 eje "Q"21.1502.7506.325C-2 eje
"P"22.0002.75011.000C-4 eje"O"10.2502.7500.688C-4 eje
"Q"20.2502.7501.37525.71vigasVA-1 (.25x.50) eje
"1"17.3000.2701.97117.3000.3202.33617.3000.2501.825VA-1 (.25x.50)
eje "2"17.3000.2701.97117.3000.3202.33617.3000.2501.825VS-1
(.25x.20) eje "O"25.37010.740VS-1 (.25x.20) eje
"Q"25.37010.740V-101 (.24x.VAR.) ejes "O"-"P"-"Q"120.2402.880son 2
volados61.5000.2502.250V-102(.25x.40) eje
"P"27.5500.6509.815VA-317.3000.4253.10351.7922.02.00Pintura Latex 2
Manos en Cielo Raso y Vigasm86.90Aula
Comn152.01352.01384.600volados13.5633.563circulacin129.02529.025Vigas
Aula12.3202.32086.9222.03.00Pintura Latex 2 Manos en Muros y
Columnasm92.1092.103Muros185.24885.248Columnas14.8004.800vestidura
de derrames113.7000.1502.05592.1022.04.00Pintura Anticorrosiva y
Esmalte 2 Manos en Barras de
Seguridadm45.1045.100V1'23.30016.60012.20012.200V2'33.30019.900V3'43.300226.40045.1022.05.00Pintura
Barniz en Carpinteria de Maderam21.40Puerta CN c/tableros
Madera22.3104.620Ventana Cedro c/seguridad
1/2"116.80016.80021.4222.07.00Pintura Esmalte 2 Manos en
Contrazcalo de Cemento h=0.10mm24.00124.00024.00022.08.00Pintura
Esmalte 2 Manos en Contrazcalo de Cemento
h=0.20mm24.50124.50024.50023.00.00VARIOS, LIMPIEZA Y
JARDINERIA23.01.00Junta de Dilatacin con Espuma Plastica y Jebe
Microporosom10.2010.240Eje "1"41.3005.200Eje
"2"31.6805.04010.2423.02.00Junta de Dilatacin en Piso con mortero
asfaltico e=1"m67.1067.050Circulacin31.8005.40018.0508.050Aula
comn153.60053.60067.0523.03.00Impermeabilizacin de Junta con
Asfalto
Lquidom3.003.03027.4000.1001.480115.5000.1001.5503.0323010200Mesa
de Concreto Revestida con Maylicam1.401er.
Piso12.2500.6001.35023010220Mesa de Concreto Revestida con Maylica
- Lavaderom3.101er. Piso13.6600.6002.19611.5000.6000.900
SSHH INICIALSUSTENTO DE METRADOSMODULO:01 SS.HH. INICIAL (1
piso)FECHA : 30 - Agosto - 2008SISTEMA:COLUMNAS/VIGAS CONCRETO
EXPUESTO, MUROS TARRAJEADOS, VENTANAS DE MADERAColumnas/Vigas
concreto expuesto, Muros Tarrajeados, Ventanas de
MaderaPARTIDADESCRIPCINUNDCANTMEDIDASPARCIALTOTALLARGOANCHOALTO02Trabajos
Preliminares02011140Trazo y Replanteo
Preliminarm144.4013.40010.775144.38503Movimiento de
Tierras03010120Excavacin de Zanjas y Zapatas Rt>2.0 kg/cm.
h=1.30mm113.50corte 125.3001.7001.30023.426corte
215.3002.2001.30015.158corte 3 y 3'113.4002.0001.30034.840corte 4 y
4'113.4002.3001.30040.06603010220Corte de Terreno en forma
Manualm10.40interior17.8005.3000.2008.268vereda111.9701.1750.1502.11003010450Relleno
Manual con Material Propiom37.80corte
145.3000.1000.5001.06025.3000.7300.4003.09525.3000.7150.4503.411-10.2000.1500.400-0.012corte
225.3000.1000.5000.53025.3000.9800.4004.155corte 3 y
3'113.4000.1000.5000.67021.9000.1000.5000.19018.2000.1000.5000.410113.4000.7750.4504.67321.2250.7150.4500.788111.2200.7750.4003.478corte
4 y
4'113.4000.1000.5000.67022.2000.1000.5000.22018.2000.1000.5000.410113.4000.9250.4505.57821.3750.7150.4500.885111.2200.9250.4004.15103010600Escarificado
y compactacin con
rodillom103.60interior111.2207.00078.540-10.2000.150-0.030vereda111.9702.10025.13703010660Acarreo
Interno, Material procedente de
Excavacionesmesponj.116.40Excavacin113.4901.300147.537corte10.3781.30013.491Relleno34.363-1.300-44.67103010700Eliminacin
de Material Excedente Acarreadom116.4003010780Afirmado de 8" en
Interiores, Patios y Veredasm103.60Area
total111.2207.00078.540-10.2000.150-0.030Vereda111.9702.10025.13704Obras
de Concreto Simple04010100Subcimientos, Concreto 1:12 + 30%
P.G.m87.30corte 125.3001.70018.020corte 215.3002.20011.660corte 3 y
3'113.4002.00026.800corte 4 y
4'113.4002.30030.82004010260Sobrecimiento, Concreto 1:8 +25%
P.M.m1.20eje 115.7700.2400.2000.277eje 216.7500.2400.2000.324eje
416.6500.2400.2000.319eje A32.4500.1300.2000.191eje
B12.4500.1300.2000.06421.3600.1300.2000.07104010280Sobrecimiento,
Encofrado y Desencofradom12.70eje 125.7700.2002.308eje
226.7500.2002.700eje 426.6500.2002.660eje A62.4500.2002.940eje
B22.4500.2000.98041.3600.2001.08804010500Falso Piso Mezcla 1:8
e=4"m78.50111.2207.00078.540-10.2000.150-0.03005Obras de Concreto
Armado05010180Zapatas, Concreto f'c=175 kg/cm.m39.50corte
125.5001.5000.5008.250corte 215.5002.0000.5005.500corte 3 y
3'113.2001.8000.50011.880corte 4 y
4'113.2002.1000.50013.86005010300Zapatas, Encofrado y
Desencofradom41.80corte 129.4000.5009.40025.5000.5005.500corte
225.5000.5005.500corte 3 y 3'113.2000.5006.60018.2000.5004.100corte
4 y 4'113.2000.5006.60018.2000.5004.10005010320Zapatas, Acero
Fy=4200 kg/cm.kg538.00corte 1 4 1/2"29.2504.0000.99073.260 1/2" @
0.20m21.35028.0000.99074.844corte 2 6 1/2"19.2506.0000.99054.945
1/2" @ 0.20m11.85028.0000.99051.282corte 3 y 3' 4
1/2"113.5504.0000.99053.658 1/2" @
0.20m11.65042.0000.99068.607corte 4 y 4' 6
1/2"113.5506.0000.99080.487 1/2" @
0.20m11.95042.0000.99081.08105010360Vigas de Cimentacin, Concreto
f'c=175 kg/cm.m9.60eje 116.3000.2400.7001.058eje
216.7500.2400.7001.134eje 416.4500.2400.7001.084eje
A111.9700.4500.7003.771Restar columnas:
C-1-20.5850.2500.700-0.205C-2 y
C-3-20.9000.2500.700-0.315-20.3000.2000.700-0.084eje
B111.9700.4500.7003.771Restar columnas:
C-1-10.5850.2500.700-0.102C-2 y
C-3-20.9000.2500.700-0.315-20.3000.2000.700-0.084C-5-10.5850.2500.700-0.102-10.2700.2000.700-0.03805010400Vigas
de Cimentacin, Encofrado y Desencofradom56.00eje
116.7000.7004.69016.3000.7004.410eje 226.7500.7009.450eje
416.6500.7004.65516.4500.7004.515eje
A19.0000.7006.300111.2200.7007.854eje
B19.0000.7006.300111.2200.7007.85405010420Vigas de Cimentacin,
Acero Fy=4200 kg/cm.kg1055.00eje 1 4
3/4"18.4204.0002.24075.443estribo 3/8" @
0.20m12.93033.0000.56054.146eje 2 4
3/4"18.4204.0002.24075.443estribo 3/8" @
0.20m22.90017.0000.56055.216eje 4 4
3/4"18.4204.0002.24075.443estribo 3/8" @
0.20m12.93033.0000.56054.146eje A 6 3/4"113.1906.0002.240177.2742
3/4"25.4952.0002.24049.235estribo 3/8" @
0.20m33.32019.0000.560105.974eje B 6 3/4"113.1906.0002.240177.2742
3/4"25.4952.0002.24049.235estribo 3/8" @
0.20m33.32019.0000.560105.97405010800Columnas, Concreto f'c=175
kg/cm.m1.401er. PisoCA-1 frontal60.2500.1301.5650.305CA-1
posterior60.2500.1301.1850.2310.542do. PisoCA-1
frontal60.2500.1301.5650.305CA-1
posterior60.2500.1301.1850.231Circulacin NCP-1
interiores40.2500.1300.9350.122Circulacin NCP-1
extremos60.2500.1300.9350.1820.8405010820Columnas, Concreto f'c=210
kg/cm.m0.701er.
PisoC-510.2400.4502.8650.309C-710.2400.2503.5000.210CA-320.2500.1303.1500.20505010828Columnas,
Concreto Expuesto f'c=210 kg/cmm12.601er.
PisoC-130.5850.2503.5001.536C-220.9000.2503.5001.57520.3000.2003.3500.402C-320.9000.2503.5001.57520.3000.2003.5000.42020.0300.2000.3500.004C-410.2550.2503.5000.223C-410.2550.2502.8650.183C-610.5850.2503.5000.51210.2700.5003.5000.473ducto10.2000.1503.8500.1167.022do.
PisoC-130.5850.2502.8001.229C-220.9000.2502.8001.26020.3000.2002.6500.318C-320.9000.2502.8001.26020.3000.2002.6500.318C-420.2550.2502.8000.357C-610.5850.2502.8000.41010.2700.5002.8000.378ducto10.2000.1503.2880.0995.6305010840Columnas,
encofrado y desencofradom38.901er. PisoCA-1
frontal60.6301.5655.916CA-1
posterior60.6301.1854.479C-410.5052.8651.44710.2503.5000.875C-511.1402.8653.266C-710.5003.5001.750CA-320.6303.1503.96921.702do.
PisoCA-1 frontal60.6301.5655.916CA-1
posterior60.6301.1854.479C-420.2502.8001.400Circulacin NCP-1
interiores40.5000.9351.870Circulacin NCP-1
extremos60.6300.9353.53417.2005010860Columnas, encofrado y
desencofrado Caravistam114.101er.
PisoC-131.4303.50015.015C-222.0003.50014.00020.7003.3504.690C-322.0003.50014.00020.4603.5003.22020.0300.3500.021C-410.2503.5000.87510.2502.8650.716C-611.4003.5004.90010.8803.5003.08010.5503.8502.11862.632do.
PisoC-131.4302.80012.012C-222.0002.80011.20020.7002.6503.710C-322.0002.80011.20020.7002.6503.710C-420.2502.8001.400C-611.4002.8003.92010.8802.8002.46410.5503.2881.80851.4205010880Columnas,
Acero Fy=4200 kg/cm.kg2445.001er. PisoC-1 6
3/4"36.0004.7502.240191.520estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m329.0001.7700.56086.234estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m329.0001.1400.56055.541C-2 8
3/4"28.0004.7502.240170.240estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m229.0002.4000.56077.952estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m229.0001.6000.56051.968C-3 8
3/4"28.0004.7502.240170.240estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m229.0002.4000.56077.952estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m229.0001.6000.56051.968C-4 4
1/2"24.0004.7500.99037.620estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m129.0001.1100.56018.026estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m130.0001.1100.56018.648C-5 4
3/4"14.0004.7502.24042.560estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.10m135.0001.4800.56029.008C-6 6
3/4"16.0004.7502.24063.8405 1/2"15.0004.7500.99023.513estribo 3/8"
1 @ 0.05, 5 @ 0.10, 1 @ 0.15, R @
0.25m129.0001.7700.56028.745estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m129.0002.1400.56034.754estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m129.0000.7600.56012.342estribo 3/8" 1 @
0.05, 5 @ 0.10, 1 @ 0.15, R @ 0.25m129.0001.0100.56016.402C-7 4
1/2"14.0005.0500.99019.998estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m129.0001.0800.56017.539CA-3 4
3/8"24.0003.6500.56016.3521 5/8"21.0000.8001.5502.480estribo 6mm @
0.25m213.0000.8000.2204.576CA-1 frontal 4
3/8"64.0002.8950.56038.909estribo 6mm @
0.15m611.0000.8000.22011.616CA-1 posterior 4
3/8"64.0002.5150.56033.802estribo 6mm @
0.15m68.0000.8000.2208.4481412.792do. PisoC-1 6
3/4"26.0003.6202.24097.306estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m222.0001.7700.56043.613estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m222.0001.1400.56028.090C-1 6
3/4"16.0003.7702.24050.669estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0001.7700.56022.798estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0001.1400.56014.683C-2 8
3/4"18.0003.6202.24064.870estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m122.0002.4000.56029.568estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m122.0001.6000.56019.712C-2 8
3/4"18.0003.7702.24067.558estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0002.4000.56030.912estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0001.6000.56020.608C-3 8
3/4"18.0003.6202.24064.870estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m122.0002.4000.56029.568estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m122.0001.6000.56019.712C-3 8
3/4"18.0003.7702.24067.5582 estribos 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0002.4000.56030.9122 estribos 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0001.6000.56020.608C-4 4
1/2"24.0003.6950.99029.264estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m223.0001.1100.56028.594C-6 6
3/4"16.0003.7702.24050.6695 1/2"15.0003.7700.99018.662estribo 3/8"
1 @ 0.05, 5 @ 0.10, 1 @ 0.15, R @
0.25m123.0001.7700.56022.798estribo 3/8" 1 @ 0.05, 5 @ 0.10, 1 @
0.15, R @ 0.25m123.0002.1400.56027.563estribo 3/8" 1 @ 0.05, 5 @
0.10, 1 @ 0.15, R @ 0.25m123.0000.7600.5609.789estribo 3/8" 1 @
0.05, 5 @ 0.10, 1 @ 0.15, R @ 0.25m123.0001.0100.56013.009CA-1
frontal 4 3/8"64.0002.1950.56029.501estribo 6mm @
0.15m611.0000.8000.22011.616CA-1 posterior 4
3/8"64.0001.8150.56024.394estribo 6mm @
0.15m68.0000.8000.2208.448circulacin 2
1/2"42.0001.7150.99013.583estribo 6mm @
0.15m47.0000.6000.2203.696circulacin 2
3/8"62.0001.7150.56011.525estribo 6mm @
0.15m67.0000.6000.2205.5441032.2705010910Gargola de Concreto
Terminado segn diseound4.001er. Piso2.0002do.
Piso2.00005011000Vigas, Concreto f'c=175 kg/cm.m0.601er.
PisoParapeto42.9500.1300.1000.15321.8600.1300.1000.048ducto20.3500.0900.1500.0090.212do.
PisoParapeto52.9500.1300.1000.19211.8600.1300.1000.024Circulacin23.9550.1300.1000.10313.7700.1300.1000.04911.8400.1300.1000.0240.3905011010Vigas,
Concreto f'c=210 kg/cm.m0.401er. Pisocorte
1-1110.8300.2000.2000.433corte
2-211.6300.2400.6350.24805011015Vigas, Concreto Expuesto f'c=210
kg/cm.m19.101er.
PisoVA-1211.9700.2500.5503.292VS-137.4000.2700.5503.297V-10122.1000.2700.5500.624V-10212.1000.3000.5500.347V-10412.1000.3000.5500.347V-10317.4000.3000.7001.5549.462do.
PisoVA-2111.9700.2500.5501.646111.9700.2500.7002.095VS-227.4000.2700.6252.498V-20127.4000.3000.7753.4419.6805011020Vigas,
Encofrado y Desencofradom16.601er.
PisoParapeto42.9500.2002.36021.8600.2000.744120.1300.1000.156ducto10.3500.3000.10510.3500.3900.137corte
1-1111.9700.2002.394110.8300.2002.166corte
2-211.6301.2702.07010.9000.2400.21610.352do.
PisoParapeto52.9500.2002.95011.8600.2000.372120.1300.1000.156Circulacin23.9550.2001.58213.7700.2000.75411.8400.2000.36860.1300.1000.0786.2605011040Vigas,
Encofrado y Desencofrado Caravistam127.501er.
PisoVA-1111.9700.5506.584110.8300.3503.791210.8300.3507.58129.0000.2504.50040.2500.5500.550VS-127.4000.5508.14037.4000.3507.77017.2500.3502.53817.1500.0150.10716.6500.0150.10037.4000.0150.33316.9000.0150.104V-10122.1001.1704.91420.2700.3500.189V-10212.1001.0002.10010.3000.3500.105V-10412.1001.0002.10010.3000.3500.105V-10317.4001.0007.40017.0000.3002.10061.112do.
PisoVA-2111.9700.5506.584111.9700.7008.379110.8300.3503.791110.8300.5005.41529.0000.2504.50020.2500.5500.27520.2500.7000.350VS-227.4000.6259.25017.4000.4253.14517.2500.4253.08117.1500.0150.10716.6500.0150.10017.4000.0150.11116.9000.0150.104V-20127.4001.15017.02027.0000.3004.20066.4105011100.Vigas,
Acero Fy=4200 kg/cm.kg1942.001er. PisoV-101, VS-1 4
5/8"24.00011.2401.550139.3762 5/8"12.0002.5501.5507.9052
5/8"12.0003.0501.5509.455estribo 3/8" 1 @ 0.05, 5 @ 0.10, R @ 0.25m
c/extremo133.0001.7400.56032.155estribo 3/8" 1 @ 0.05, 5 @ 0.10, R
@ 0.25m c/extremo121.0001.7400.56020.462estribo 3/8" 1 @ 0.05, 5 @
0.10, R @ 0.25m c/extremo119.0001.7400.56018.514estribo 3/8" 1 @
0.05, 7 @ 0.10, R @ 0.20m214.0001.7400.56027.283corte 2-2 4
1/2"14.0002.2700.9908.989estribo 3/8" 1 @ 0.05, R @
0.10m19.0002.9500.56014.868V-104, VS-1 4
5/8"14.00011.2401.55069.6882 3/4"12.0002.7502.24012.320estribo 3/8"
1 @ 0.05, 5 @ 0.10, R @ 0.25m
c/extremo220.0001.7400.56038.976estribo 3/8" 1 @ 0.05, 7 @ 0.10, R
@ 0.20m114.0001.8000.56014.112V-102, V-103 2
5/8"12.00011.2401.55034.8442 5/8"12.0008.5401.55026.4742
5/8"12.0004.6501.55014.4152 5/8"12.0003.4701.55010.7572
3/4"12.0002.5702.24011.5142 3/4"12.0005.0002.24022.4001
3/4"11.0003.7502.2408.400estribo 3/8" 1 @ 0.05, 12 @ 0.10, 1 @
0.15, R @ 0.30m c/extremo141.0002.1000.56048.216estribo 3/8" 1 @
0.05, 7 @ 0.10, R @ 0.20m114.0001.8000.56014.112VA-1 4
5/8"24.00013.2101.550163.8042 5/8"42.0003.3001.55040.9201
5/8"41.0003.3001.55020.4601 5/8"81.0002.1051.55026.102estribo 3/8"
1 @ 0.05, 9 @ 0.10, 1 @ 0.15, R @ 0.20m
c/extremo625.0001.7000.560142.800corte 1-1 6
3/8"16.00013.0200.56043.747estribo 6mm 1 @ 0.05, 5 @ 0.10, R @
0.20m c/extremo324.0000.8400.22013.306ducto 2
3/8"22.0000.9000.5602.016estribo 1/4" @
0.10m24.0000.3000.2500.600Parapeto posterior 2
3/8"32.0003.4000.56011.424estribo 6mm @
0.20m313.0000.3000.2202.574Parapeto frontal 2
3/8"12.0003.4000.5603.808estribo 6mm @
0.20m113.0000.3000.2200.858Parapeto frontal 2
3/8"22.0002.3100.5605.174estribo 6mm @
0.20m27.0000.3000.2200.9241083.752do. PisoVS-2 4
1/2"24.0008.6400.99068.4292 3/8"22.0008.4400.56018.906estribo 3/8"
1 @ 0.05, 5 @ 0.10, R @ 0.25m
c/extremo142.0001.8900.56044.453estribo 3/8" 1 @ 0.05, 5 @ 0.10, R
@ 0.25m c/extremo121.0001.8900.56022.226estribo 3/8" 1 @ 0.05, 5 @
0.10, R @ 0.25m c/extremo119.0001.8900.56020.110V-201 4
5/8"24.0008.7401.550108.3764 5/8"24.0002.6701.55033.1081
3/4"21.0005.0002.24022.4002 3/8"22.0008.4400.56018.906estribo 3/8"
1 @ 0.05, 12 @ 0.10, 1 @ 0.15, R @ 0.30m
c/extremo241.0002.2500.560103.320VA-2 4
5/8"14.00013.2101.55081.9022 3/8"12.00012.9100.56014.459estribo
3/8" 1 @ 0.05, 9 @ 0.10, 1 @ 0.15, R @ 0.20m
c/extremo325.0001.7000.56071.400VA-2 4 5/8"14.00013.4101.55083.1422
3/8"12.00012.9100.56014.459estribo 3/8" 1 @ 0.05, 9 @ 0.10, 1 @
0.15, R @ 0.20m c/extremo325.0002.0000.56084.000Parapeto posterior
2 3/8"32.0003.4000.56011.424estribo 6mm @
0.20m313.0000.3000.2202.574Parapeto frontal 2
3/8"22.0003.4000.5607.616estribo 6mm @
0.20m213.0000.3000.2201.716Parapeto frontal 2
3/8"12.0002.3100.5602.587estribo 6mm @
0.20m17.0000.3000.2200.462Circulacin 2 3/8"22.0004.4050.5609.8672
3/8"12.0004.2200.5604.7262 3/8"12.0002.4200.5602.710estribo 6mm @
0.15m411.0000.3000.2202.904estribo 6mm @
0.15m310.0000.3000.2201.980858.1605011130Manguito de Tubo PVC-SAL
2"x15cm y Fierro 5/8" L=0.90mund2.001er.
Piso12.0002.00005011200Losa Maciza, Concreto f'c=175
kg/cm.m0.101er. Piso11.6500.7300.0700.08405011220Losa Maciza,
Encofrado y Desencofradom1.101er.
Piso11.2800.6000.76814.7600.0700.33305011240Losa Maciza, Acero
Fy=4200 kg/cm.kg6.001er. PisoCloset 4
3/8"14.0001.9300.5604.323estribos 1/4" @
0.30m16.0000.9900.2501.48505011280Losa Aligerada, Concreto f'c=210
kg/cm.m15.601er.
Piso13.6307.4000.0501.34323.6157.4000.0502.67523.6151.8850.0500.68113.6001.8850.0500.3391810.8600.1000.1502.932410.8300.1000.1500.6508.622do.
Piso23.6157.4000.0502.67513.6007.4000.0501.3321810.8300.1000.1502.9246.9305011300Losa
Aligerada, Encofrado y
Desencofradom180.9013.6307.40026.86223.6157.40053.50223.6151.88513.62913.6001.8856.786100.782do.
Piso23.6157.40053.50213.6007.40026.64080.1405011340Losa Aligerada,
Acero Fy=4200 kg/cm.kg749.001er. Piso 1/2"222.0004.3100.990187.744
3/8"221.0004.2000.56051.744 1/2"221.0002.3000.99050.094
1/2"181.0002.2700.99040.451 1/2"41.0002.3000.9909.108
3/8"222.0001.1450.56028.213 6mm @
0.25m315.00010.5500.220104.445471.802do. Piso
3/8"181.00012.6200.560127.210 3/8"182.0002.3000.56046.368
3/8"182.0001.1450.56023.083 6mm @
0.25m315.0008.1500.22080.685277.3505011380Losa Aligerada, Ladrillo
Hueco 15x30x30und1528.001er.
Piso112.10018.667225.867212.05018.667449.867212.0504.950119.295112.0004.95059.400854.432do.
Piso212.05018.667449.867112.00018.667224.000673.8709Muros y
Tabiques de Albailera09010100Muro de Ladrillo kk tipo IV cabeza
M:1:1:4 e=1.5cm.m88.601er.
Piso15.3502.60013.91010.4502.6001.17023.3752.60017.55013.5752.6009.29513.0752.6007.99549.922do.
Piso15.3502.80014.98011.8002.8005.04013.5752.80010.01013.0752.8008.61038.6409010120Muro
de Ladrillo kk tipo IV soga M:1:1:4 e=1.5cm.m54.801er.
Piso32.4500.9857.24012.4501.3653.34421.3601.3653.71313.1103.1509.79710.6003.1501.89025.982do.
Piso32.4501.1858.71022.4501.5657.66911.3601.5652.128Circulacin23.2050.9355.99313.0200.9352.82411.5900.9351.48728.8109010140Muro
de Ladrillo kk tipo IV canto M:1:1:4 e=1.5cm.m2.001er.
Pisoducto10.3502.3100.8090.812do.
Pisoducto10.3503.2921.1521.1509010700Alambre # 8 Refuerzo
Horizontal en Muroskg52.001er.
Piso616.0000.8000.1108.448216.0001.0500.1103.696116.0001.4000.1102.46466.0000.8000.1103.16868.0000.8000.1104.224220.0000.8000.1103.52025.522do.
Piso418.0000.8000.1106.336218.0001.0500.1104.15868.0000.8000.1104.224610.0000.8000.1105.280circulacin66.0000.8000.1103.16836.0001.0500.1102.07916.0001.1500.1100.75926.0010.00.00REVOQUES,
ENLUCIDOS Y MOLDURAS10.01.00Tarrajeo Primario en
murosm52.4052.426Eje "R" interior12.5001.2003.000Eje "S'"
interior12.4001.2002.88012.7001.2003.240Eje "T''"
interior12.7001.2003.24012.4001.2002.880Eje "U"
interior12.5001.2003.000Eje "1''" interior16.2001.2007.440Eje "2''"
interior13.5001.2004.200murete cubculos41.7501.2008.400bebedero 1 -
exterior11.8000.7501.3504.3564.17610.8001.0000.80012.2000.2500.55011.4761.0001.47611.8000.1000.180bebedero
2 -
interior11.5000.7501.1253.76010.8001.0000.80011.9000.2500.47511.2101.0001.21011.5000.1000.150urinario
corrido12.3001.2002.7606.03021.0000.1000.20010.5101.0000.51011.7000.5000.85020.6001.0001.20010.5101.0000.51010.02.00Tarrajeo
en muro: interior y exteriorm60.3060.296Eje "R"
interior12.5001.5503.87510.5002.5501.275Eje "S"
interior12.4001.5503.72012.7001.5504.185Eje "T'"
interior12.7001.5504.18512.4001.5503.720Eje "U"
interior12.7001.5504.18510.5002.5501.275Eje "U"
exterior13.0002.5507.650Eje "1'" interior16.2000.9005.580Eje "1'"
exterior16.2001.90011.780Eje "2'" exterior14.3361.0004.336Eje "2'"
interior12.9000.9002.610bebedero 1 -
exterior12.8400.4001.136bebedero 2 -
interior11.9600.4000.78410.04.00Tarrajeo de Columnasm1.601.620Eje
"2'" CA-1 exterior30.2001.8001.080Eje "2" CA-1
interior30.2000.9000.54010.06.00Vestidura de derrames
e=0.15m.m24.0024.000V711.6001.600V822.3004.60021.4002.80022.1004.200P212.1002.100Cubculos40.8003.200Pared
lateral22.7505.50010.08.00Bruas Segn Diseo 1x1cmm109.50109.500union
enchape cermico-tarrajeo128.40028.400de
contrazocalos112.90012.900Union de muros/vigas con
techo26.20012.40062.65015.900en elevacion principal113.51013.510en
elevacion posterior115.74015.740en elevaciones
laterales110.65010.65011.00.00CIELO RASO11.01.00Cielo Raso con
Mezcla C:A 1:539.4039.416Ss.hh. Nios12.3002.6506.095Ss.hh.
Minusvlidos11.6002.6504.240Ss.hh.
Nias12.3002.6506.095Circulacin16.2001.94012.02816.2001.5009.300Volado16.6300.2501.65812.00.00PISOS
Y PAVIMENTOS12010120Piso de Cemento Pulido y Bruado e=2"
s/colorearm23.002do.
Piso111.8001.95023.01010.1000.1500.01512.01.00Vereda Concreto 175
kg/cm
e=4"m16.3016.310Circulacin7.2001.80012.9606.7000.5003.35012.02.00Sardinel
en Modulos, Concreto 175 kg/cm,
Tarrajeadom10.8010.80017.2007.20021.8003.60012.03.00Encofrado de
Sardinelm5.4010.8000.5005.40012.06.00Piso de Cermico 30x30 color
antideslizantem15.0014.950114.95014.95012.13.00Contrapiso de 40
mm.m15.00114.95014.95012.14.00Sardinel en urinario revest. Con
cermico
h=0.30m1.7011.7001.70013.00.00CONTRAZOCALOS13.02.00Contrazcalo
s/colorear h=20 cm Mz 1:2 a plomom13.3013.300Eje
"1"17.2007.2001.1-1.1Eje "2"12.7002.700Eje
"U"13.4003.40014.00.00ZOCALOS14.01.00Zcalo cermico 20 x 30
colorm42.10135.0801.20042.09614Zcalos14010100Zcalo de Maylica
Blanca 20x20
1era.mTechomuros13.2850.3501.15013.0550.3000.917110.2601.20012.312columnas20.2500.3500.17510.3700.3000.11120.2501.2000.60017.00.00CUBIERTAS17.01.00Lamina
termoacustica tipo teja c/alma acero
rojo/blancom51.1016.8607.45051.10717.02.00Impermeabilizacin de
Techos con Pintura Asfalticam51.1016.8607.45051.10717.03.00Junta de
Dilatacin en lmina termoacsticam16.9006.90017.04.00Cumbrera
termoacustica c/alma acero
rojo/blancom7.5017.4507.45018.00.00CARPINTERIA DE
MADERA18.01.00Puerta CN c/tableros
Maderam5.705.670P310.9002.1001.890P420.9002.1003.78018.02.00Ventana
Cedro c/seguridad
1/2"m7.607.605V610.9000.6500.585V711.6000.6501.040V842.3000.6505.98018.03.00Junta
Selladora con Silicona e=1.00cm en
Ventanasm7.407.400V610.9000.900V711.3001.300V841.3005.20019.00.00CARPINTERIA
METALICA Y HERRERIA19.01.00Pasamano de tubo FN de 1 1/2" en ss.hh.
Minusvlidosm1.8020.9001.0001.80020.00.00CERRAJERIA20.01.00Bisagra
Aluminizada de 4" Pesada en
Puertapza12.0034.00012.00020.02.00Bisagra Aluminizada de 2.5"
Pesada en
Ventanapza40.00V614.0004.000V714.0004.000V848.00032.000muebles
bajos02.0000.000closet02.0000.00003.0000.00020.03.00Cerradura Dos
Golpes c/tirador en Puertapza3.0031.0003.00020.04.00Cerrojo
"Sapito" Seguridad Batiente de
Ventanapza20.00V612.0002.000V712.0002.000V844.00016.00020.05.00Cadena
galvanizada de 1/8" dos pza. 30 cm. Bat.
Ventpza20.00V612.0002.000V712.0002.000V844.00016.00020.06.00Manija
de 4" en Puertaspza3.0031.0003.00021.00.00VIDRIOS, CRISTALES Y
SIMILARES21.01.00Vidrios Semidobles
Importadop282.107.60010.80082.08022.00.00PINTURA22.01.00Sellado de
Concreto Expuestom35.3035.296Eje "1" C-4
exterior50.2502.5503.188Eje "1" C-4 interior60.1001.5500.930Eje "2"
C-4 exterior20.2501.5500.77510.2502.5500.638Eje "2" C-4
interior30.1001.5500.46530.2502.7502.063Eje "1" VA-1
exterior16.2000.2701.674Eje "1" VA-1 interior16.2000.3201.984Eje
"2" VA-1 exterior16.2000.3502.170Eje "2" VA-1
interior16.2000.4002.480Eje "R" VS-1 interior11.2901.0001.290Eje
"S'" VS-1 interior21.2901.0002.580Eje "T''" VS-1
interior21.2901.0002.580Eje "U" VS-1
interior/exterior21.2901.0002.580viga
volado/circulacin24.2001.0008.40041.5000.2501.50041.9000.2501.90022.02.00Pintura
Latex 2 Manos en Cielo Raso y Vigasm39.40Cielo
raso139.40039.40022.03.00Pintura Latex 2 Manos en Muros y
Columnasm65.5065.500Muros160.30060.300Columnas11.6001.600vestidura
de derrames124.0000.1503.60022.04.00Pintura Anticorrosiva y Esmalte
2 Manos en Barras de
Seguridadm35.1035.100V610.9003.0002.700V711.6003.0004.800V842.3003.00027.60022.05.00Pintura
Barniz en Carpinteria de Maderam19.0019.00Puerta CN c/tableros
Madera25.70011.400Ventana Cedro c/seguridad
1/2"17.6007.60022.08.00Pintura Esmalte 2 Manos en Contrazcalo de
Cemento h=0.20mm13.30113.30013.30023.00.00.VARIOS, LIMPIEZA Y
JARDINERIA23.01.00.Junta de Dilatacin con Espuma Plastica y Jebe
Microporosom20.9020.900Eje "1"61.90011.400Eje
"2"51.9009.50023.02.00Junta de Dilatacin en Piso con mortero
asfaltico
e=1"m16.4016.400Circulacin12.2002.20021.8003.60013.4003.40017.2007.20023.03.00Impermeabilizacin
de Junta con Asfalto
Lquidom2.70126.8000.1002.68023.05.00Revestimiento con Cermico .20
x.30 - Bebederom8.10bebedero 114.3564.356bebedero
213.7603.76023.06.00Revestimiento con Cermico .20 x.30 -
Urinariom6.0016.0306.03023.08.00Inodoro tanque bajo
niospza6.0016.0006.000
