Post on 01-Feb-2016
description
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
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
relleno con material propi R 6 m3/dia
descripcion cuadrilla UN aport PUMANO DE OBRACa 0.1 h-h 0.13333333 17.8Pe 1 h-h 1.33333333 12.52
EKIPOS Y HERRAherra manu % 3 19.0666667
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
EKIPOS Y HERRAherra manu % 3 19.07
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
EKIPOS Y HERRAherra manu % 3 129.52mezcladora 1 h-m 0.8 17
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
EKIPOS Y HERRAherra manu % 3 6.37
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
EKIPOS Y HERRAherra manu % 3 18.19
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
EKIPOS Y HERRAherra manu % 3 11.12
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
EKIPOS Y HERRAherra manu % 3 12.49mezcladora 1 h-m 0.1 17
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
descripcion cuadrilla UN aport PUMANO DE OBRACa 0.1 h-h 0.040 17.8Pe 1 h-h 0.400 12.52
EKIPOS Y HERRAherra manu % 3 5.72
sub totaltotal
encofrado de columnaR(habilitacion) 40 m3/dia
descripcion cuadrilla UN aport PUMATERIALESmadera p2 5.16 5.2alambre kg 0.3 5.5clavos kg 0.17 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
EKIPOS Y HERRAherra manu % 3 6.37
subtotal
R(encofrado) 10 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRACa 0.1 h-h 0.080 17.8Op 1 h-h 0.800 16.18Of 1 h-h 0.800 13.88
EKIPOS Y HERRAherra manu % 3 25.47
subtotal
R(desencofrado) 40 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRAOf 1 h-h 0.200 13.88Pe 2 h-h 0.400 12.52
EKIPOS Y HERRAherra manu % 3 7.78
subtotaltotal
C° viga R(vaciado) 20 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 0.080 17.8Op 2 h-h 0.800 16.18Of 2 h-h 0.800 13.88Pe 10 h-h 4.000 12.52
EKIPOS Y HERRAherra manu % 3 75.55vibrador 1 hm 0.4 15.00wiche 1 h-m 0.4 20.00mezcladora 1 h-m 0.4 17
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
EKIPOS Y HERRAherra manu % 3 6.37
subtotal
R(encofrado) 9 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRACa 0.1 h-h 0.089 17.8Op 1 h-h 0.889 16.18Of 1 h-h 0.889 13.88
EKIPOS Y HERRAherra manu % 3 28.30
subtotal
R(desencofrado) 36 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRAOf 1 h-h 0.222 13.88Pe 2 h-h 0.444 12.52
EKIPOS Y HERRAherra manu % 3 8.65
subtotal
total
C° escalera R(vaciado) 12 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 0.133 17.8Op 2 h-h 1.333 16.18Of 2 h-h 1.333 13.88Pe 10 h-h 6.667 12.52
EKIPOS Y HERRAherra manu % 3 125.92vibrador 1 hm 0.667 15.00wiche 1 h-m 0.667 20.00mezcladora 1 h-m 0.667 17
sub total
R(curado) 30 m3/diadescripcion cuadrilla UN aport PUMANO DE OBRACa 0.11 h-h 0.029 17.8Pe 1 h-h 0.267 12.52
EKIPOS Y HERRAherra manu % 3 3.86
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
EKIPOS Y HERRAherra manu % 3 9.10
subtotal
R(encofrado) 6 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRACa 0.1 h-h 0.133 17.8Op 1 h-h 1.333 16.18Of 1 h-h 1.333 13.88
EKIPOS Y HERRAherra manu % 3 42.45
subtotal
R(desencofrado) 18 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRAOf 1 h-h 0.444 13.88Pe 2 h-h 0.889 12.52
EKIPOS Y HERRAherra manu % 3 17.30
subtotaltotal
C°de losa aligerada R(vaciado) 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 0.3 h-h 0.096 17.8Op 3 h-h 0.960 16.18Of 2 h-h 0.640 13.88Pe 11 h-h 3.520 12.52
EKIPOS Y HERRAherra manu % 3 70.20
sub total
R(curado) 50 m3/diadescripcion cuadrilla UN aport PUMANO DE OBRACa 0.1 h-h 0.016 17.8Pe 1 h-h 0.160 12.52
EKIPOS Y HERRAherra manu % 3 2.29
sub totaltotal
encofrado de losa aligeradaR(habilitacion) 75 m3/dia
descripcion cuadrilla UN aport PUMATERIALESmadera p2 5.15 5.2alambre kg 0.1 5.5clavos kg 0.07 5.5MANO DE OBRACa 0.1 h-h 0.011 17.8Op 1 h-h 0.107 16.18Of 1 h-h 0.107 13.88
EKIPOS Y HERRAherra manu % 3 3.40
subtotal
R(encofrado) 12 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRACa 0.1 h-h 0.067 17.8Op 1 h-h 0.667 16.18Of 1 h-h 0.667 13.88
EKIPOS Y HERRAherra manu % 3 21.23
subtotal
R(desencofrado) 36 m3/dia
descripcion cuadrilla UN aport PUMATERIALESMANO DE OBRAOf 1 h-h 0.222 13.88Pe 2 h-h 0.444 12.52
EKIPOS Y HERRAherra manu % 3 8.65
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
EKIPOS Y HERRAherra manu % 3 1.02
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
Sub total metrado14.529
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
Sub total metrado2.581
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
Sub total metrado17.208
28.444 489.451.65 28.39
0.825 14.196
0.363.242.786.37 109.58
0.19 3.2937.48
Sub total metrado17.208
1.029.257.93
18.19 313.08
0.55 9.3918.74
Sub total metrado17.208
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
Sub total metrado3.600
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
Sub total metrado8.726
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
Sub total metrado8.726
0.715.015.72 49.91
0.17 1.505.89
440.00
Sub total metrado120.148
26.832 3223.801.65 198.24
0.935 112.338
0.363.242.786.37 765.10
0.19 22.9535.98
Sub total metrado120.148
1.4212.9411.1025.47 3060.40
0.76 91.8126.24
Sub total metrado120.148
2.785.017.78 935.23
0.23 28.068.02
70.23
Sub total metrado7.675
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
Sub total metrado7.675
0.362.502.86 21.95
0.09 0.662.95
338.44
Sub total metrado36.060
15.6 562.540.55 19.83
0.385 13.883
0.363.242.786.37 229.63
0.19 6.8923.09
Sub total metrado36.060
1.5814.3812.3428.30 1020.58
0.85 30.6229.15
Sub total metrado36.060
3.085.568.65 311.88
0.26 9.368.91
61.15
Sub total metrado4.876
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
Sub total metrado4.876
0.523.343.86 18.82
0.12 0.563.98
405.22
Sub total metrado26.808
15.6 418.200.55 14.74
0.385 10.321
0.514.62
3.979.10 243.88
0.27 7.3225.91
Sub total metrado26.808
2.3721.5718.5142.45 1138.09
1.27 34.1443.73
Sub total metrado26.808
6.1711.1317.30 463.72
0.52 13.9117.8287.45
Sub total metrado7.732
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
Sub total metrado7.732
0.282.002.29 17.69
0.07 0.532.36
311.53
Sub total metrado88.365
26.78 2366.410.55 48.60
0.385 34.021
0.191.731.483.40 300.11
0.10 9.0031.21
Sub total metrado88.365
1.1910.79
9.2521.23 1875.69
0.64 56.2721.86
Sub total metrado88.365
3.085.568.65 764.26
0.26 22.938.91
61.98
Sub total metrado2540.631
3.21 8155.421.98 5030.45
0.060.520.441.02 2588.60
0.03 77.660.07 177.846.31
Sub total metrado2540.631
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