Poo Analisis de PU

1.0.0 MOVIENTOS DE TIERRAS1.1.O nivelacion de terreno

DESCRIPCION # VECES LARGO ANCHO ALTO SUBTOTAL1 8.5 7.5 63.75

1.2.0 excavacion de terreno 1.2.1 zapatasDESCRIPCION # VECES LARGO ANCHO ALTO SUBTOTAL

z1 2 1.2 1.2 1.1 3.168z2 4 0.9 1.2 1.1 4.752z3 1 1.2 1 1.1 1.32z4 2 0.9 0.9 1.1 1.782

1.2.2 cimientos corridosDESCRIPCION # VECES LARGO ANCHO ALTO SUBTOTALeje 1 ÷ A-B CC2 1 7.5 0.4 1.1 3.3eje 2 ÷B-C CC4 1 1.28 0.4 1.1 0.5632eje 3÷B-C CC4 1 2.3 0.4 1.1 1.012eje 5÷A-B CC1 1 2.78 0.5 1.1 1.529eje A CC1 1 5.18 0.5 1.1 2.849eje B CC3 1 3.35 0.5 1.1 1.8425eje C CC1 1 4.41 0.5 1.1 2.4255

1.3.0 relleno con material propio DESCRIPCION # VECES LARGO ANCHO ALTO SUBTOTAL

z1 volumn zapata 2 1.2 1.2 0.4 1.152volumen de colum 2 0.5 0.25 0.4 0.1

1.052z2 4 1.2 0.9 0.4 1.728colum 4 0.5 0.15 0.4 0.12

1.608

PARTIDA DESCRIPCION N° VECES LARGO ANCHO ALTOvigas concreto

primer piso V.S. (0.15x0.20) 2 3.9 0.15 0.2V.S. (0.15x0.20) 2 2.85 0.15 0.2V.S. (0.15x0.20) 2 0.9 0.15 0.2V.S. (0.15x0.20) 2 0.8 0.15 0.2V.S. (0.15x0.20) 1 4.05 0.15 0.2V.A.-1(0.25x0.40) 2 4 0.25 0.4V.A.-1(0.25x0.40) 2 2.95 0.25 0.4V.A.-2(0.30x0.20) 2 2.85 0.3 0.2V.A.-2(0.30x0.20) 2 2.95 0.3 0.2V.S.-1(0.25x0.20 2 6.58 0.25 0.2V.S.-2(0.25x0.40) 1 7 0.25 0.4

segundo pisoV.S. (0.15x0.20) 1 3.9 0.15 0.2V.S. (0.15x0.20) 1 2.85 0.15 0.2V.S. (0.15x0.20) 1 1.1 0.15 0.2V.S. (0.15x0.20) 1 2.75 0.15 0.2V.S. (0.15x0.20) 1 0.5 0.15 0.2V.A.2-1(0.25x0.20) 2 4 0.25 0.2V.A.2-1(0.25x0.20) 1 2.95 0.25 0.2V.S.2-1(0.25x0.40) 2 2.4 0.25 0.4V.S.2-2(0.25x0.40) 1 6.9 0.25 0.4V.S.2-3(0.25x0.20) 2 0.9 0.25 0.2

3r piso

V.S. (0.15x0.20) 1 3.9 0.15 0.2V.S. (0.15x0.20) 1 2.85 0.15 0.2V.S. (0.15x0.20) 1 1.1 0.15 0.2V.S. (0.15x0.20) 1 2.75 0.15 0.2V.S. (0.15x0.20) 1 0.5 0.15 0.2V.S. (0.15x0.20) 3 0.9 0.15 0.2V.A.2-1(0.25x0.20) 2 4 0.25 0.2V.A.2-1(0.25x0.20) 1 2.95 0.25 0.2V.S.2-1(0.25x0.40) 2 2.4 0.25 0.4V.S.2-2(0.25x0.40) 1 6.9 0.25 0.4V.S.2-3(0.25x0.20) 2 0.9 0.25 0.2

4 piso

V.S. (0.15x0.20) 1 3.9 0.15 0.2V.S. (0.15x0.20) 1 2.85 0.15 0.2V.S. (0.15x0.20) 1 1.1 0.15 0.2V.S. (0.15x0.20) 1 2.75 0.15 0.2V.S. (0.15x0.20) 1 0.5 0.15 0.2V.S. (0.15x0.20) 3 0.9 0.15 0.2V.A.2-1(0.25x0.20) 2 4 0.25 0.2V.A.2-1(0.25x0.20) 1 2.95 0.25 0.2V.S.2-1(0.25x0.40) 2 2.4 0.25 0.4V.S.2-2(0.25x0.40) 1 6.9 0.25 0.4V.S.2-3(0.25x0.20) 2 0.9 0.25 0.2

5 to piso

V.1(0.25x0.20) 1 1.85 0.25 0.2V.1(0.25x0.20) 1 0.75 0.25 0.2V.1(0.25x0.20) 1 1.1 0.25 0.2V.1(0.25x0.20) 1 2.7 0.25 0.2V.1(0.25x0.20) 2 1.9 0.25 0.2V.1(0.25x0.20) 2 2.55 0.25 0.2

PARTIDA DESCRIPCION N° VECES LARGO ANCHO ALTOvigas encofrado y desenc primer piso V.S. (0.15x0.20) 2 3.9 0.2V.S. (0.15x0.20) 2 2.85 0.2V.S. (0.15x0.20) 2 0.9 0.2V.S. (0.15x0.20) 2 0.8 0.2V.S. (0.15x0.20) 1 4.05 0.2V.A.-1(0.25x0.40) 4 4 0.2V.A.-1(0.25x0.40) 1 4 0.25V.A.-1(0.25x0.40) 4 2.95 0.2

V.A.-1(0.25x0.40) 2 2.95 0.25V.A.-2(0.30x0.20) 4 2.85 0.2V.A.-2(0.30x0.20) 4 2.95 0.2V.S.-1(0.25x0.20 4 6.58 0.2V.S.-2(0.25x0.40) 2 7 0.2

subtotal

segundo pisoV.S. (0.15x0.20) 1 3.9 0.2V.S. (0.15x0.20) 1 2.85 0.2V.S. (0.15x0.20) 1 1.1 0.2V.S. (0.15x0.20) 1 2.75 0.2V.S. (0.15x0.20) 1 0.5 0.2V.A.2-1(0.25x0.20) 4 4 0.2V.A.2-1(0.25x0.20) 4 2.95 0.2V.S.2-1(0.25x0.40) 4 2.4 0.2

2 2.4 0.25V.S.2-2(0.25x0.40) 2 6.9 0.2

1 6.9 0.25V.S.2-3(0.25x0.20) 4 0.9 0.2

subtotal3r piso y 4 pisoV.S. (0.15x0.20) 1 3.9 0.2V.S. (0.15x0.20) 1 2.85 0.2V.S. (0.15x0.20) 1 1.1 0.2V.S. (0.15x0.20) 1 2.75 0.2V.S. (0.15x0.20) 1 0.5 0.2V.S. (0.15x0.20) 3 0.9 0.2V.A.2-1(0.25x0.20) 4 4 0.2V.A.2-1(0.25x0.20) 2 2.95 0.2V.S.2-1(0.25x0.40) 4 2.4 0.2

2 2.4 0.25V.S.2-2(0.25x0.40) 2 6.9 0.2

1 6.9 0.25V.S.2-3(0.25x0.20) 4 0.9 0.2

subtotal5 to piso

V.1(0.25x0.20) 1 1.85 0.2V.1(0.25x0.20) 1 0.75 0.2V.1(0.25x0.20) 1 1.1 0.2V.1(0.25x0.20) 1 2.7 0.2V.1(0.25x0.20) 2 1.9 0.2V.1(0.25x0.20) 2 2.55 0.2

subtotal

PARTIDA DESCRIPCION N° VECES LARGO ANCHO ALTOescalera princpal

concreto cimiento 1 0.9 0.5 0.9losa de fondo 1 2.75 0.9 0.25

1 0.9 0.075 0.18

paso y cntrapa 9 0.9 0.09 0.25

encfrado y desen

losa de fondo 1 2.41 0.9paso contrapaso 10 0.9 0.18friso de paso y cont 18 0.125 0.18fris de losa de fond 2 2.75 0.15

escalera d 2 a 4 piso concreto losa de fondo 1 3.05 1 0.15paso y contrapaso 10 1 0.09 0.25descanzo 1 0.75 1 0.25

enconf y desencofra

losa de fondo 1 3.22 1friso de losa de fon 2 3.05 0.15contra paso 10 0.15 0.18friso d descanz 2 0.75 0.15contrapaso 11 1 0.18

ALIGERADO concreto entre eje 1-3 2 1.43 1.2 0.2

2 1.03 0.53 0.22 1.43 1.2 0.2

entre eje 3-5 vs 8 0.6 2.91 0.28 0.48 0.53 0.28 1.43 2.9 0.2

6 0.76 1.9 0.26 1.43 1.2 0.26 0.61 1.95 0.22 0.61 3.63 0.2

5to piso 2 0.9 1.38 0.22 0.55 1.03 0.2

subtotal

encofrado y desencofrado

entre eje 1-3 2 1.43 1.22 1.03 0.532 1.43 1.2

entre eje 3-5 vs 8 0.6 2.918 0.48 0.538 1.43 2.9

6 0.76 1.96 1.43 1.26 0.61 1.952 0.61 3.63

5to piso 2 0.9 1.382 0.55 1.03

otros 16 3.76 0.216 3.5 0.2

2 1.75 0.22 1.23 0.22 0.55 0.22 0.35 0.22 1.1 0.22 1.58 0.22 6.56 0.2

N° ElementoDenominacion Cant

1er pisoC-1 2

total 2

11.022 2

2do pisoC-2 4

total 4

13.5212 2

3er pisoC-3 1

total 1

2

4to pisoC-4 2

2

2

5to piso

C-5 4

0

2

in time

vigasV.S. (0.15x0.20) 31

31

vigasV.A.-1(0.25x0.40) 4 V.S.2-1(0.25x0.40) 5

1

V.A.-2(0.30x0.20) 2 V.A.-2(0.30x0.20) 2

1

V.S.2-2(0.25x0.40) 3 V.S.2-2(0.25x0.40) 3

1

V.S.-1(0.25x0.20 2 V.A.2-1(0.25x0.20) 6

1

V.S.-2(0.25x0.40) 1 V.A.2-1(0.25x0.20) 3

1

V.S.2-3(0.25x0.20) 6 0

1

V.S.-2(0.25x0.40) 8

1

escalera principal SUB TOTAL TOTAL acero negativo 1

11.421 longitudinal 1

0.234 transversal0.171 1 0.054 1 0.048 acero positivo 1

0.1215 longitudinal0.8

0.59 transversal0.342 1 0.3540.658

0.7

escalera de piso del 2do al 4 to 0.117

0.0855 acero negativo 3 0.033 longitudinal 3

0.0825 3 0.015 transversal 3

0.4 3 0.1475 3

0.48 acero positivo 3 0.69 longitudinal0.09

transversal3

0.1170.0855

0.0330.0825

0.015 losa aligerada0.081

0.4 1pis0.1475

0.48 40.690.09

4

0.1170.0855 2pi

0.033 0.0825 4

0.0150.081

0.40.1475 4

0.480.690.09 3r piso y 4

4

0.09250.0375 4

0.0550.135

0.190.255

zapatas

SUB TOTAL TOTAL Z-1 490.489

1.561.14 Z-2 40.36 40.320.81 Z-3 1

3.2 11

2.36

1.475 Z-4 42.282.36

5.2642.8

24.929

0.780.570.220.55

0.13.2

2.361.92

1.22.76

1.7250.72

16.105

0.780.570.220.55

0.10.54

3.21.18 30.931.92

1.22.76

1.7250.72

15.465

0.370.150.220.540.761.023.06

SUB TOTAL TOTAL

1.1270250.405

0.618750.01215

0.091125

5.019

2.1691.62

0.4050.825

0.87 2.610.4575

0.2250.1875

6.61 19.83

3.220.915

0.270.225

1.98

8.2149840.6864 0.37752

0.21836 0.1200980.6864 0.377522.7936 1.53648

0.40704 0.2238726.6352 3.64936

1.7328 0.953042.0592 1.132561.4274 0.78507

0.88572 0.487146

0.4968 0.273240.2266 0.12463

18.25552 10.040536

117.1336

3.4321.0918

3.43213.9682.035233.176

8.66410.296

7.1374.4286

2.4841.133

12.03211.2

0.70.492

0.220.140.44

0.6322.624

Diseño del FierroCantidad Longitud

Φ barras Total Por Diseño Total

.3--------4.25

1/2 4 8 4.25 34.00

5/8 4 8 4.25 343--------4.25

.11---.41--.1 1/4 24 48 1.20 57.60

.3--------4.275

1/2 4 16 4.25 68.00

5/8 2 8 4.25 343--------4.25

.11---.41--.1 1/4 24 48 1.00 48.00

.3--------4.25

1/2 4 4 4.25 17.00

5/8 2 2 4.25 8.53--------4.25

.11---.41--.1 1/4 24 48 1.10 52.80

.3--------4.25

1/2 4 8 4.25 34.00

5/8 2 4 4.25 173--------4.25

3--------4.25 1/4 24 48 1.30 62.40

.3--------4.25

1/2 4 16 4.25 68.00

5/8 4 0 4.25 03--------4.25

.11---.41--.1 1/4 24 48 0.70 33.60

subtotal

427.32

.25--------4.4

1/2 2 62 4.3 266.60

0.4 1/4 23 713 0.40 285.20

.25--------

1/2 6 24 4.4 105.60 1/2 6 30 2.80 84.00

0.4 1/4 40 40 1.15 46.00

.25--------

1/2 3 6 3.25 19.50 5/8 3 6 3.35 20.10

0.4 1/4 37 37 0.85 31.45

.25--------

1/2 3 9 7.3 65.70 5/8 3 9 7.30 65.70

0.4 1/4 77 77 0.85 65.45

.25--------

1/2 4 8 6.98 55.84 1/2 4 24 2.90 69.60

0.4 1/4 55 55 0.75 41.25

.25--------

1/2 6 6 7.38 44.28 1/2 6 18 7.30 131.40

0.4 1/4 77 77 1.15 88.55

.25--------

1/2 6 36 1.3 46.800 0 7.30 0.00

0.4 1/4 77 77 0.00 0.00

.25--------

1/2 4 32 13.25 424.00

0.4 1/4 62 62 0.75 46.50

subtotal

total 1503.8728

1/2 8 8 1.25 10.00 1/2 9 9 0.94 8.46

3/8 2 2 0.90 1.80 3/8 4 4 0.90 3.60 3/8 7 7 3.68 25.76

3/8 15 15 0.90 13.50

subtolal

total

3/8 8 24 1.3 31.20 3/8 8 24 4.40 105.60 3/8 2 6 0.98 5.88 3/8 18 54 1.00 54.00 1/2 2 6 1.00 6.00 1/2 2 6 1.00 6.00 3/8 8 24 4.66 111.84

3/8 19 57 1.00 57.00

total

4.7 1/2 6 24 4.7 112.80

..2--.9 3/8 6 24 1.1 26.4

4.7 1/2 6 24 4.7 112.80

..2--.9 3/8 6 24 1.1 26.4

4.7 1/2 2 8 4.7 37.60

..2--.9 3/8 2 8 1.1 8.8

1/2 8 32 1.05 33.6

1/2 8 32 1.05 33.6 1/2 6 24 0.75 18

1/2 8 8 1.05 8.4 1/2 7 7 0.85 5.95

1/2 6 24 0.9 21.6

Total por diámetro 1/4 3/8 1/2 5/8 3/4 1

34.00

34

57.60

68.00

34

48.00

17.00

8.5

52.80

34.00

17

62.40

68.00

0

33.60

254.40 221.00 93.563.60 218.79 144.925

kg

266.60

285.20

105.6084.00

46.00

19.5020.10

31.45

65.7065.70

65.45

55.8469.60

41.25

44.28131.40

88.55

46.800.00

0.00

424.000.00

46.50

558.40 1243.72 85.80139.6 1231.2828 132.99

kg

10.008.46

1.803.60

25.76

13.50

44.66 18.4625.0096 18.2754

43.285 kg

31.20105.60

5.8854.00

6.006.00

111.84

57.00

365.52 12.00204.6912 11.88

216.5712 kg

112.80

26.4

112.80

26.4

37.60

8.8

subtotal 61.6 263.2034.496 260.568

total kg 295.064

33.6

33.618

8.45.95

21.6subtotal 121.15total 119.94

excavacion de zapatas R 2.5 m3/dia

descripcion cuadrilla UN aport PUMANO DE OBRACa 0.1 h-h 0.32 17.8Pe 1 h-h 3.2 12.52

EKIPOS Y HERRAherra manu % 3 45.76

total

excavacion de cimientos R 2.5 m3/dia



total

relleno con material propi R 6 m3/dia



total

eliminacion d mat. Excedn R 6 m3/dia

descripcion cuadrilla UN aport PUMANO DE OBRA

Ca 0.1 h-h 0.133 17.8Pe 1 h-h 1.333 12.52


total

C° cimi. Corrido R 25 m3/dia

descripcion cuadrilla UN aport PUMATERIALEScemento bls 4.2 21hormigon m3 1.19 50agua m3 0.189 5MANO DE OBRACa 1 h-h 0.320 17.8Op 1 h-h 0.320 16.18Of 2 h-h 0.640 13.88Pe 8 h-h 2.560 12.52

EKIPOS Y HERRAherra manu % 3 51.81mezcladora 1 h-m 0.32 17

total

C° sobrecimiento R 10 m3/dia

descripcion cuadrilla UN aport PUMATERIALEScemento bls 5 21hormgon m3 1.13 50agua m3 0.17 5MANO DE OBRACa 1 h-h 0.800 17.8Op 1 h-h 0.800 16.18Of 2 h-h 1.600 13.88Pe 8 h-h 6.400 12.52


total

encofrado de sobrecimiento

R(habilitacion) 40 m3/dia

descripcion cuadrilla UN aport PUMATERIALESmadera p2 5.47 5.2alambre kg 0.3 5.5clavos kg 0.15 5.5MANO DE OBRACa 0.1 h-h 0.020 17.8Op 1 h-h 0.200 16.18Of 1 h-h 0.200 13.88


subtotal

R(encofrado) 14 m3/dia

descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRACa 0.1 h-h 0.057 17.8Op 1 h-h 0.571 16.18Of 1 h-h 0.571 13.88


subtotal

R(desencofrado) 28 m3/dia

descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRAOf 1 h-h 0.286 13.88Pe 2 h-h 0.571 12.52


subtotaltotal

C° de solado R(vaciado) 80 m2/dia

descripcion cuadrilla UN aport PU

MATERIALEScemento bls 3.6 21hormgon m3 1.23 50agua m3 0.12 5MANO DE OBRACa 0.2 h-h 0.020 17.8Op 2 h-h 0.200 16.18Of 1 h-h 0.100 13.88Pe 6 h-h 0.600 12.52


total

C° zapata R 25 m2/dia

descripcion cuadrilla UN aport PUMATERIALEScemento bls 8.43 21piedra m3 0.55 60arena m3 0.54 48agua m3 0.185 5MANO DE OBRACa 0.2 h-h 0.064 17.8Op 2 h-h 0.640 16.18Of 2 h-h 0.640 13.88Pe 8 h-h 2.560 12.52

EKIPOS Y HERRAherra manu % 3 52.43vibrador 1 hm 0.32 15.00canaletas de transporte un 0.001 20.00mezcladora 1 h-m 0.32 17

sub total

C° col R(vaciado) 10 m2/dia

descripcion cuadrilla UN aport PUMATERIALEScemento bls 8.43 21piedra m3 0.55 60arena m3 0.54 48agua m3 0.185 5MANO DE OBRACa 0.2 h-h 0.160 17.8Op 2 h-h 1.600 16.18

Of 2 h-h 1.600 13.88Pe 10 h-h 8.000 12.52

EKIPOS Y HERRAherra manu % 3 151.10vibrador 1 hm 0.8 15.00wiche 1 h-m 0.8 20.00mezcladora 1 h-m 0.8 17

sub totalR(curado) 20 m3/dia



sub totaltotal

encofrado de columnaR(habilitacion) 40 m3/dia



subtotal




subtotal




subtotaltotal

C° viga R(vaciado) 20 m2/dia



sub total

R(curado) 40 m3/diadescripcion cuadrilla UN aport PUMANO DE OBRACa 0.1 h-h 0.020 17.8Pe 1 h-h 0.200 12.52

EKIPOS Y HERRA

herra manu % 3 2.86 sub totaltotal

encofrado de vigaR(habilitacion) 40 m3/dia

descripcion cuadrilla UN aport PUMATERIALESmadera p2 3 5.2alambre kg 0.1 5.5clavos kg 0.07 5.5MANO DE OBRACa 0.1 h-h 0.020 17.8Op 1 h-h 0.200 16.18Of 1 h-h 0.200 13.88


subtotal




subtotal




subtotal

total

C° escalera R(vaciado) 12 m2/dia



sub total



sub totaltotal

encofrado de escaleraR(habilitacion) 28 m3/dia

descripcion cuadrilla UN aport PUMATERIALESmadera p2 3 5.2alambre kg 0.1 5.5clavos kg 0.07 5.5MANO DE OBRACa 0.1 h-h 0.029 17.8Op 1 h-h 0.286 16.18

Of 1 h-h 0.286 13.88


subtotal




subtotal




subtotaltotal

C°de losa aligerada R(vaciado) 25 m2/dia



sub total



sub totaltotal

encofrado de losa aligeradaR(habilitacion) 75 m3/dia



subtotal




subtotal




subtotaltotal

acero losa,vig,col,escale,ciR(hablilitacion) 250 m2/diay zapata

descripcion cuadrilla UN aport PUMATERIALESacero bls 1.07 3alambre m3 0.36 5.5MANO DE OBRACa 0.1 h-h 0.003 17.8Op 1 h-h 0.032 16.18Of 1 h-h 0.032 13.88

EKIPOS Y HERRAherra manu % 3 1.02cizalla un 0.001 70.00

sub totalR(colocacion) 250 m2/dia

descripcion cuadrilla UN aport PUMANO DE OBRACa 0.1 h-h 0.003 17.8Op 1 h-h 0.032 16.18Of 1 h-h 0.032 13.88


sub totaltotal

Sub total metrado

5.69640.064

45.76 384.38

1.3728 11.530.170.25

47.133

Sub total metrado

5.69640.064

45.76

1.37

47.133

Sub total metrado

2.3733333316.693333319.0666667 384.38

0.572 11.530.170.25

19.639

Sub total metrado28.897

2.3716.6919.07 550.97

0.57 16.532.02

19.709


88.2 1281.5059.5 864.51

0.945 13.730148.645

5.705.188.88

32.0551.81 752.74

1.55 22.585.44 79.04

207.45


105 271.0256.5 145.830.85 2.194

162.3514.2412.9422.2180.13

129.52 334.31

3.89 10.0313.6 35.10

309.36


28.444 489.451.65 28.39

0.825 14.196

0.363.242.786.37 109.58

0.19 3.2937.48


1.029.257.93

18.19 313.08

0.55 9.3918.74


3.977.15

11.12 191.35

0.33 5.7411.4567.67

Sub total metrado

6.0007.56 45.366.15 36.900.06 0.360

0.363.241.397.51

12.49 74.95

0.37 2.251.7 10.20

28.34


177.03 637.3133 118.80

25.92 93.310.925 3.330

1.1410.36

8.8832.0552.43 188.74

1.57 5.664.8 17.28

0.02 0.075.44 19.58

301.14301.14


177.03 1544.8133 287.97

25.92 226.180.925 8.072

2.8525.89

22.21100.16151.10 1318.57

4.53 39.5612 3.6 104.7216 139.62

13.6 118.68434.11


0.715.015.72 49.91

0.17 1.505.89

440.00


26.832 3223.801.65 198.24

0.935 112.338

0.363.242.786.37 765.10

0.19 22.9535.98


1.4212.9411.1025.47 3060.40

0.76 91.8126.24


2.785.017.78 935.23

0.23 28.068.02

70.23


177.03 1358.7933 253.29

25.92 198.950.925 7.100

1.4212.9411.1050.0875.55 579.90

2.27 17.406 46.058 61.40

6.8 52.19335.49


0.362.502.86 21.95

0.09 0.662.95

338.44


15.6 562.540.55 19.83

0.385 13.883

0.363.242.786.37 229.63

0.19 6.8923.09


1.5814.3812.3428.30 1020.58

0.85 30.6229.15


3.085.568.65 311.88

0.26 9.368.91

61.15


177.03 863.1333 160.89

25.92 126.380.925 4.510

2.3721.5718.5183.47

125.92 613.94

3.78 18.4210 48.76

13.33 65.0111.33 55.26

401.24


0.523.343.86 18.82

0.12 0.563.98

405.22


15.6 418.200.55 14.74

0.385 10.321

0.514.62

3.979.10 243.88

0.27 7.3225.91


2.3721.5718.5142.45 1138.09

1.27 34.1443.73


6.1711.1317.30 463.72

0.52 13.9117.8287.45


177.03 1368.7833 255.15

25.92 200.410.925 7.152

1.7115.53

8.8844.07

70.20 542.74

2.11 16.28309.18


0.282.002.29 17.69

0.07 0.532.36

311.53


26.78 2366.410.55 48.60

0.385 34.021

0.191.731.483.40 300.11

0.10 9.0031.21


1.1910.79

9.2521.23 1875.69

0.64 56.2721.86


3.085.568.65 764.26

0.26 22.938.91

61.98


3.21 8155.421.98 5030.45

0.060.520.441.02 2588.60

0.03 77.660.07 177.846.31


0.060.520.441.02 2588.60

0.03 77.661.057.36

PRESUPUESTO

PARTIDA DESCRIPCION UNIDAD METRADO Estructuras

1.0.0 Mov. De tierras1.1 Excavaciones

. 1.1.1 Cimiento Corrido m3 39.1301.2 relleno con material

1.2.1 relleno con material propio m3 3.5691.3 Elimiacion de Mat exedente m3 32.351

2.o.o Obras de concreto simple2.1 solado de zapatas e=10cm m2 82.2 cimientos corridos m3 24.0362.3 sobrecimiento

2.3.1 concreto m3 6.7222.3.2 encofrado m2 60.273

3.0.0 Obras de concreto armado3.1 Zapatas

3.1.1 concreto 210 kg/cm2 m3 8.3683.1.2 acero 4200kg/cm2 kg 69.363.2 columnas

3.2.1 concreto 210 kg/cm2 m3 10.883.2.2 Encofrado y desencofrado m2 112.693.2.3 acero 4200kg/cm2 kg 1070.4583.3 vigas

3.3.1 concreto 210 kg/cm2 m3 8.6893.3.2. Encofrado y desencofrado m2 42.343.3.3 acero 4200kg/cm2 kg 1109.3973.4 losa aligerda

3.4.1 concreto 210 kg/cm2 m3 19.4823.4.2 Encofrado y desencofrado m2 136.0753.4.3 acero 4200kg/cm2 kg 1050.816

PU SUBTOTAL

47.130 1844.20

19.630 70.0619.640 635.37

152.280 1218.24207.450 4986.27

309.360 2079.5267.690 4079.88

301.140 2519.947.360 510.49

440.010 4787.3170.230 7914.22

7.360 7878.57

338.440 2940.7161.160 2589.51

7.360 8165.16

311.540 6069.4261.990 8435.29

7.360 7734.01

CD 74458.16UTI(10%) 7445.82G.G(10%) 7445.82SUBTOTAL 89349.79IGV 18% 16082.96294232TOTAL 105432.76

Poo Analisis de PU

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