ALBAILERIAADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO. EXCAVACIN PARA CIMENTACIN MARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Excavacion para cimentacin Terreno IIAEjeTramoTramoAnchoLargoAltom(-) m de interseccinTOTAL m1AI0.6220.40.245.284CD0.81.150.40.320.368EF0.840.40.321.285CE0.840.40.321.28FG0.840.40.321.286GH0.830.40.320.967BC0.830.40.320.96FG0.840.40.321.288BC0.830.40.320.96EF0.81.50.40.320.48FG0.840.40.321.2810EF0.820.40.320.64GH0.630.40.240.7211AE0.69.60.40.242.304TOTAL19.072ABUNDAMIENTO 40 %7.6288EXCAVACIN TOTAL26.7

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO. EXCAVACIN PARA CIMENTACIN MARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Excavacion para cimentacin 45 Terreno IIAEjeTramoTramoAnchoLargoAltom(-) m de interseccinTOTAL m2,3CD0.82.90.40.320.928DE0.82.90.43.20.928FG0.850.40.321.6GH0.850.40.321.63,4CD0.81.40.40.320.448DE0.81.70.40.320.5543,5GH0.82.50.40.320.88,9CD0.83.90.40.321.248DE0.83.90.40.321.248EF0.83.90.40.321.248FG0.83.90.40.321.248TOTAL11.85ABUNDAMIENTO 40%4.74EXCAVACIN TOTAL16.59

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO. EXCAVACIN PARA CIMENTACINMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Excavacion para cimentacin Terreno IIAEjeTramoTramoAnchoLargoAltom(-) m de interseccinTOTAL mA1110.622.70.40.245.448B780.83.80.40.321.216C280.89.70.40.323.104D340.810.40.320.32E470.83.20.40.321.024F380.86.20.40.321.984G580.85.50.40.321.76H680.84.80.40.321.536I1110.622.70.40.245.448TOTAL21.84ABUNDAMIENTO 40%8.592EXCAVACIN TOTAL30.432

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.PLANTILLA PARA CIMENTACIN F'c=100 kg/cm2 DE 5cm DE ESPESOR MARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Plantilla para cimentacin F'c= 100 kg/cm2, 5 cm de espesorEjeTramoTramoAnchoLargom2m31AI0.62213.20.664CD0.81.150.920.046EF0.843.20.165CE0.843.20.16FG0.843.20.166GH0.832.40.127BC0.832.40.12FG0.843.20.168BC0.832.40.12EF0.81.51.20.06FG0.843.20.1610EF0.821.60.08GH0.631.80.0911AE0.69.65.760.288TOTAL47.68TOTAL2.384

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.PLANTILLA PARA CIMENTACIN F'c=100 kg/cm2 DE 5cm DE ESPESOR MARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Plantilla para cimentacin F'c= 100 kg/cm2, 5 cm de espesorEjeTramoTramoAnchoLargom2m32,3CD0.82.92.320.116DE0.82.92.320.116FG0.8540.2GH0.8540.23,4CD0.81.41.120.056DE0.81.71.360.0683,5GH0.82.520.18,9CD0.83.93.120.156DE0.83.93.120.156EF0.83.93.120.156FG0.83.93.120.156TOTAL29.6TOTAL1.48

Plantilla para cimentacin F'c= 100 kg/cm2, 5 cm de espesorEjeTramoTramoAnchoLargom2m3A1110.622.713.620.681B780.83.83.040.152C280.89.77.760.388D340.810.80.04E470.83.22.560.128F380.86.24.960.248G580.85.54.40.22H680.84.83.840.192I1110.622.713.620.681TOTAL84.2TOTAL4.21ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.ZAPATA C-2 Y CONTRATRABEMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Zapata C-2Base de la zapata (0.60+0.30)X0.40/2 mEjeTramoTramoBase mayorBase menorAltolargom2(-) m de interseccinm1AI0.60.30.4220.183.96GH0.60.30.430.180.5411AE0.60.30.49.60.181.728A1110.60.30.422.70.184.086I1110.60.30.422.70.184.086TOTAL BASE ZAPATA14.4

Contratrabe de la zapata (0.15X0.35) mEjeTramoTramoAnchoLargoAltom(-) m de interseccin1AI0.15220.351.155GH0.1530.350.157511AE0.159.60.350.504A1110.1522.70.351.19175I1110.1522.70.351.19175CONTRATRABE TOTAL4.2ZAPATA TOTAL18.6

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.ZAPATA C-3 Y CONTRATRABEMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Zapata C-3Base de la zapata (0.60+0.30)X0.40/2 mEjeTramoTramoBase mayorBase menorAltolargom2(-) m de interseccinm4CD0.80.30.41.150.220.2534EF0.80.30.440.220.885CE0.80.30.440.220.885FG0.80.30.440.220.886GH0.80.30.430.220.667BC0.80.30.430.220.667FG0.80.30.440.220.888BC0.80.30.430.220.668EF0.80.30.41.50.220.338FG0.80.30.440.220.8810EF0.80.30.420.220.442,3CD0.80.30.42.90.220.638DE0.80.30.42.90.220.638FG0.80.30.450.221.1GH0.80.30.450.221.13,4CD0.80.30.41.40.220.308DE0.80.30.41.70.220.3743,5GH0.80.30.42.50.220.558,9CD0.80.30.43.90.220.858

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.ZAPATA C-3 Y CONTRATRABEMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

EF0.80.30.43.90.220.858FG0.80.30.43.90.220.858B780.80.30.43.80.220.836C280.80.30.49.70.222.134D340.80.30.410.220.22E470.80.30.43.20.220.704F380.80.30.46.20.221.364G580.80.30.45.50.221.21H680.80.30.44.80.221.056TOTAL BASE ZAPATA21.571

Zapata C-3Contratrabe de la zapata (0.15X0.35) mEjeTramoTramoAnchoLargoAltom2(-) m de interseccin(-) m de interseccinm4CD0.151.150.350.05250.060375EF0.1540.350.05250.215CE0.1540.350.05250.21FG0.1540.350.05250.216GH0.1530.350.05250.15757BC0.1530.350.05250.1575FG0.1540.350.05250.218BC0.1530.350.05250.1575EF0.151.50.350.05250.07875FG0.1540.350.05250.2110EF0.1520.350.05250.105

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.ZAPATA C-3 Y CONTRATRABEMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

2,3CD0.152.90.350.05250.15225DE0.152.90.350.05250.15225FG0.1550.350.05250.2625GH0.1550.350.05250.26253,4CD0.151.40.350.05250.0735DE0.151.70.350.05250.089253,5GH0.152.50.350.05250.131258,9CD0.153.90.350.05250.20475DE0.153.90.350.05250.20475EF0.153.90.350.05250.20475FG0.153.90.350.05250.20475B780.153.80.350.05250.1995C280.159.70.350.05250.50925D340.1510.350.05250.0525E470.153.20.350.05250.168F380.156.20.350.05250.3255G580.155.50.350.05250.28875H680.154.80.350.05250.252CONTRATRABE TOTAL5.504625ZAPATA TOTAL27.075625

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.RELLENO Y COMPACTACIN MARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Relleno y compactacin (Material Producto de la excavacion)Entre eje 1Entre eje 2AnchoLargoAreaAltom1,2A,B2360.352,33,44,55,66,77,88,99,1010,11

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.MURO DE BLOCK DE 0.12X0.20X0.40cmMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

MURO DE BLOCK DE 0.12X0.20X0.40cmEjeEntre ejeAnchoAltoLargom(-) area de ventana(-) area de puertam1A,I0.122.32250.61113.24C,D0.122.31.152.6453.04175E,F0.122.34.7110.8334.251.023435C,E0.122.34.159.54539.61175F,G0.122.33.858.85534.091756G,H0.122.336.95.720.77B,C0.122.336.95.720.7F,G0.122.349.21.6836.88B,C0.122.336.920.7E,F0.122.31.53.4535.175F,G0.122.349.25.9836.811A,E0.122.310.223.46239.292F,G0.122.32250.618.91113.22,3C,D0.122.32.455.63513.80575D,E0.122.31.84.147.452F,G0.122.34.5610.4882.447.82528G,H0.122.3511.52.457.53,4D,E0.122.324.61.49.2G,H0.122.336.920.73,5D,E0.122.33.98.9734.9838,9E,F0.122.33.98.9734.983F,G0.122.33.98.9734.983

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K1CUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K1MARTINEZ GONZALEZ DANIELAMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIOESPOTA MAQUEDA SERGIO

K-1 4 # 2 E # 2 @ 20 (0.15x0.15)mK-1 4 # 2 E # 2 @ 20 (0.15x0.15)mEjeEntre ejeAnchoLargoAltomEjeEntre ejeAnchoLargoAltom1A0.150.152.90.065251A0.150.152.30.051751I0.150.152.90.06531I0.150.152.30.051811A0.150.152.90.065311A0.150.152.30.051811I0.150.152.90.065311I0.150.152.30.0518B70.150.152.90.0653B70.150.152.30.0518B80.150.152.90.0653B80.150.152.30.0518E70.150.152.90.0653E70.150.152.30.0518H60.150.152.90.0653H60.150.152.30.0518H80.150.152.90.0653H80.150.152.30.0518K-1 TOTAL0.5873K-1 TOTAL0.4658

ADMINISTRACIN IIADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K-2CUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K-2MARTINEZ GONZALEZ DANIELAMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIOESPOTA MAQUEDA SERGIO

K-2 4 # 3 E # 2 @ 20 (0.15x0.20)mK-2 4 # 3 E # 2 @ 20 (0.15x0.20)mEjeEntre ejeAnchoLargoAltomEjeEntre ejeAnchoLargoAltomA20.150.22.90.087A20.150.22.30.069A40.150.22.90.087A40.150.22.30.069A70.150.22.90.087A70.150.22.30.069A90.150.22.90.087A90.150.22.30.069I20.150.22.90.087I20.150.22.30.069I50.150.22.90.087I50.150.22.30.069I70.150.22.90.087I70.150.22.30.069I90.150.22.90.087I90.150.22.30.0694C0.150.22.90.0874C0.150.22.30.0693D0.150.22.90.0873D0.150.22.30.0694E0.150.22.90.0874E0.150.22.30.0694F0.150.22.90.0874F0.150.22.30.0695C0.150.22.90.0875C0.150.22.30.0695E0.150.22.90.0875E0.150.22.30.0695F0.150.22.90.0875F0.150.22.30.0695G0.150.22.90.0875G0.150.22.30.0696G0.150.22.90.0876G0.150.22.30.0697C0.150.22.90.0877C0.150.22.30.0697F0.150.22.90.0877F0.150.22.30.0697G0.150.22.90.0877G0.150.22.30.069K-2 TOTAL1.7400K-2 TOTAL1.3800

ADMINISTRACIN IIADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K-3 Y K-4CUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K-3 Y K-4MARTINEZ GONZALEZ DANIELAMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIOESPOTA MAQUEDA SERGIO

K-3 4 # 3 E # 2 @ 20 (0.20x0.20X0.15)mK-3 4 # 3 E # 2 @ 20 (0.20x0.20X0.15)mEjeEntre ejeAnchoLargoAltomEjeEntre ejeAnchoLargoAltom2C0.20.22.90.11792C0.20.22.30.11793F0.20.22.90.11793F0.20.22.30.11794D0.20.22.90.11794D0.20.22.30.11795G0.20.22.90.11795G0.20.22.30.11798G0.20.22.90.11798G0.20.22.30.11797F0.20.22.90.11797F0.20.22.30.11798E0.20.22.90.11798E0.20.22.30.11798F0.20.22.90.11798F0.20.22.30.11798G0.20.22.90.11798G0.20.22.30.117910E0.20.22.90.117910E0.20.22.30.117910F0.20.22.90.117910F0.20.22.30.117910G0.20.22.90.117910G0.20.22.30.117910H0.20.22.90.117910H0.20.22.30.117911E0.20.22.90.117911E0.20.22.30.117911F0.20.22.90.117911F0.20.22.30.117911G0.20.22.90.117911G0.20.22.30.117911H0.20.22.90.117911H0.20.22.30.1179K-3 TOTAL1.0611K-3 TOTAL1.0611

K-4 4 # 4 E # 2 @ 20 (0.15X0.25)mK-4 4 # 4 E # 2 @ 20 (0.15X0.25)mEjeEntre ejeAnchoLargoAltomEjeEntre ejeAnchoLargoAltom8G0.150.22.90.0878G0.150.22.30.069K-4 TOTAL0.0870K-4 TOTAL0.0690

ADMINISTRACIN IIADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K-3 Y K-4CUANTIFICACIN ALBAILERACONCEPTO.CASTILLO K-3 Y K-4MARTINEZ GONZALEZ DANIELAMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIOESPOTA MAQUEDA SERGIO

K-5 6 # 4 E # 2 @ 20 (0.20X0.20)mK-5 6 # 4 E # 2 @ 20 (0.20X0.20)mEjeEntre ejeAnchoLargoAltomEjeEntre ejeAnchoLargoAltom2D0.20.22.90.1162D0.20.22.30.0922G0.20.22.90.1162G0.20.22.30.0922E0.20.22.90.1162E0.20.22.30.0923H0.20.22.90.1163H0.20.22.30.0929D0.20.22.90.1169D0.20.22.30.0929F0.20.22.90.1169F0.20.22.30.092K-5 TOTAL0.4640K-5 TOTAL0.3680

ADMINISTRACIN IICUANTIFICACIN ALBAILERACONCEPTO.LOSA DE CONCRETO ARMADO DE AZOTEA DE ESPESOR 0.11mMARTINEZ GONZALEZ DANIELAESPOTA MAQUEDA SERGIO

Losa de Concreto Armado de Azotea espesor 0.11m (PLANTA BAJA)Entre eje 1Entre eje 2AnchoLargoAltomJ',KL,M2.402.400.110.6336J',4C,D3.402.700.110.50494,5C,E1.204.000.110.52804,5E,F1.204.000.110.52804,5F,G1.204.000.110.5280,OP,Q3.004.300.111.41905,7E,F2.134.000.110.93725,7F,G2.134.000.110.93727,8B,C3.003.000.110.99007,8C,E3.004.000.111.32007,8E,F3.004.000.111.32007,8F,G3.004.000.111.32006,8G,H4.003.000.111.3200Z,XC,E3.804.000.110.8800W,VF,G3.804.000.110.8800Losa TOTAL15.5111

Volado de Concreto Armado de Azotea espesor 0.11mTableroAnchoLargoAltomJ',KM,N2.404.000.111.0560N,PE,F2.504.000.110.55003,4E,F0.974.000.110.3960Volado TOTAL2.0020LOSA TOTAL17.5131

Hoja2

Hoja3