Metrado de Costos
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![Page 1: Metrado de Costos](https://reader031.fdocuments.net/reader031/viewer/2022020107/563db778550346aa9a8b54cb/html5/thumbnails/1.jpg)
PARTIDA UND CANT. LARGO (m)MOVIMIENTO DE TIERRAS1.-EXCAVACIONES1.1-FALSO PISOTOTAL NFP 37-37 A 43-43 M3 1 9.0991.2-ZAPATASA'-B EN 43-43'' M3 1 0.95B-C' EN 43-43' M3 1 0.3737C'-D EN 43-43'' M3 1 0.95A-B' EN 37 M3 1 3.3B'-C EN 37 M3 1 2.9C-D' EN 37 M3 1 3.3Z1 EN 38 M3 2 1.8A-B' EN 39//40 M3 1 3.3B'-C EN 39//40 M3 1 2.9C-D' EN 39//40 M3 1 3.3Z1 EN 41 M3 2 1.8Z1 EN 42 M3 2 1.8A'-B EN 43 M3 1 2.9B-C' EN 43 M3 1 3.3C'-D EN 43 M3 1 2.91.3.CIMIENTO CORRIDO37-38 EN X M3 1 3.12538-39 EN X M3 1 5.51540-41 EN X M3 1 3.12441-42 EN X M3 1 3.542-43 EN X M3 1 3.19437-38 EN Y M3 1 3.12538-39 EN Y M3 1 5.51540-41 EN Y M3 1 3.12441-42 EN Y M3 1 3.542-43 EN Y M3 1 3.19438'1 ENTRE X-Y M3 1 5.938'2 ENTRE B1-Y M3 1 3.43438'3 ENTRE B1-C M3 1 2.52538'4 ENTRE X-B3 M3 1 3.72538'5 ENTRE C-Y M3 1 0.975B2 ENTRE 38'1-38'2 M3 1 0.761B3 ENTRE 38'3-38'5 M3 1 0.375C ENTRE 38'1-38'2 M3 1 0.761C ENTRE 38'5-39 M3 1 0.9
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PARTIDA UND CANT. PERIMETRO1.2-EXCAVACION DE TALUDES DE CIMENTACIÓNTALUD 1 (INTERIOR) M3 1 25.48
TALUD 2 (INTERIOR) M3 1 45.50
TALUD 3 (EXTERIOR) M3 1 113.00
PARTIDA UND CANT. AREA1.3-ZONA CENTRALZONA 1 M3 1 13.71
ZONA 2 M3 1 0.85
ZONA 3 M3 1 0.85
ZONA 4 M3 1 0.28
PARTIDA UND CANT. LARGO (m)
2.-RELLENOSA'-B EN 43-43'' M3 1 2.2
B-C' EN 43-43' M3 1 0.75
C'-D EN 43-43'' M3 1 2.2
A-B' EN 37 M3 1 1.3
B'-C EN 37 M3 1 0.475
C-D' EN 37 M3 1 1.3
Z1 EN 38 M3 2 2.25
Z1 EN 41 M3 2 2.25
Z1 EN 42 M3 2 2.25
38'1 ENTRE X-Y M3 2 0.45
38'2 ENTRE B1-Y M3 2 0.45
38'3 ENTRE B1-C M3 2 0.45
38'4 ENTRE X-B3 M3 2 0.45
38'5 ENTRE C-Y M3 2 0.45
B2 ENTRE 38'1-38'2 M3 2 0.45
B3 ENTRE 38'3-38'5 M3 2 0.45
C ENTRE 38'1-38'2 M3 2 0.45
C ENTRE 38'5-39 M3 1 0.225
M3
PARTIDA UND CANT. PERIMETRORELLENOS DE TALUDES DE CIMENTACIÓNTALUD 1 (INTERIOR) M3 1 25.48
TALUD 2 (INTERIOR) M3 1 45.50
TALUD 3 (EXTERIOR) M3 1 113.00
PARTIDA UND CANT. AREARELLENOS DE ZONA CENTRALZONA 1 M3 1 13.71
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ZONA 2 M3 1 0.85
ZONA 3 M3 1 0.85
ZONA 4 M3 1 0.28
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ANCHO (m) ALTO (m) PARCIAL TOTAL
380.779216
44.48
32.591 0.15 44.4818264
154.25
2.45 0.15 0.3491251 0.15 0.056055
2.45 0.15 0.3491251.55 1.85 9.46275
0.725 1.85 3.8896251.55 1.85 9.46275
2.5 1.85 16.653.3 1.85 20.14651.5 1.85 8.04753.3 1.85 20.14652.5 1.85 16.652.5 1.85 16.65
2.45 1.85 13.144251 1.85 6.105
2.45 1.85 13.14425
31.29
0.3 1.4 1.31250.3 1.4 2.31630.3 1.4 1.312080.3 1.4 1.470.3 1.4 1.341480.3 1.4 1.31250.3 1.4 2.31630.3 1.4 1.312080.3 1.4 1.470.3 1.4 1.341480.6 1.4 4.9560.6 1.4 2.884560.6 1.4 2.1210.6 1.4 3.1290.6 1.4 0.8190.6 1.4 0.639240.6 1.4 0.3150.6 1.4 0.63924
0.225 1.4 0.2835
sub 230.026516
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ALTURA PENDIENTE PARCIAL Total
1.4 45° 17.8367
1.4 45° 31.85
1.4 45° 79.1
sub 128.7867
ALTURA PENDIENTE PARCIAL
1.4 - 19.194
1.4 - 1.19
1.4 - 1.19
1.4 - 0.392
sub 21.966
ANCHO (m) ALTO (m) PARCIAL TOTAL
192.7321540.95 0.65 1.3585
0.3737 0.65 0.18217875
0.95 0.65 1.3585
3.3 0.65 2.7885
2.9 0.65 0.895375
3.3 0.65 2.7885
1.8 0.65 5.265
1.8 0.65 5.265
1.8 0.65 5.265
5.9 0.65 5.31
3.434 0.65 3.0906
2.525 0.65 2.2725
3.725 0.65 3.3525
0.975 0.65 0.8775
0.761 0.65 0.6849
0.375 0.65 0.3375
0.761 0.65 0.6849
0.9 0.65 0.2025
SUB 41.9794538
ALTURA PENDIENTE PARCIAL Total
1.4 45° 17.8367
1.4 45° 31.85
1.4 45° 79.1
sub 128.7867
ALTURA PENDIENTE PARCIAL
1.4 - 19.194
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1.4 - 1.19
1.4 - 1.19
1.4 - 0.392
sub 21.966
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283.00761213
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PARTIDA UND CANT.CONCRETO DE CIMENTACION CONCRETO DE CIMENTACION CORRIDACOTA NPT -80 A NPT-15037-38 EN X 138-39 EN X 140-41 EN X 141-42 EN X 142-43 EN X 137-38 EN Y 138-39 EN Y 140-41 EN Y 141-42 EN Y 142-43 EN Y 138'1 ENTRE X-Y 138'2 ENTRE B1-Y 138'3 ENTRE B1-C 138'4 ENTRE X-B3 138'5 ENTRE C-Y 1B2 ENTRE 38'1-38'2 1B3 ENTRE 38'3-38'5 1C ENTRE 38'1-38'2 1C ENTRE 38'5-39 1
COTA NPT -15 A NPT-80X EN 37-39 1X EN 40-43 1Y EN 37-39 1Y EN 40-43 138'1 ENTRE X-Y 138'2 ENTRE B1-Y 138'3 ENTRE B1-C 138'4 ENTRE X-B3 138'5 ENTRE C-Y 1B1 ENTRE 38'3-38'5 1B2 ENTRE 38'1-38'2 1B3 ENTRE 38'3-38'4 1B3 ENTRE 38'3-38'5 1C ENTRE 38'1-38'2 1C ENTRE 38'5-39 1
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CONCRETO DE ZAPATASA-B' EN 37 1B'-C EN 37 1C-D' EN 37 1Z1 EN 38 2A-B' EN 39//40 1B'-C EN 39//40 1C-D' EN 39//40 1Z1 EN 41 2Z1 EN 42 2A'-B EN 43 1B-C' EN 43 1C'-D EN 43 1
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LARGO (m) ANCHO (m) ALTO (m) PARCIAL TOTAL
33.79948
3.125 0.3 0.7 0.656255.515 0.3 0.7 1.158153.124 0.3 0.7 0.65604
3.5 0.3 0.7 0.7353.194 0.3 0.7 0.670743.125 0.3 0.7 0.656255.515 0.3 0.7 1.158153.124 0.3 0.7 0.65604
3.5 0.3 0.7 0.7353.194 0.3 0.7 0.67074
5.9 0.6 0.7 2.4783.434 0.6 0.7 1.442282.525 0.6 0.7 1.06053.725 0.6 0.7 1.56450.975 0.6 0.7 0.40950.761 0.6 0.7 0.319620.375 0.6 0.7 0.15750.761 0.6 0.7 0.31962
0.9 0.225 0.7 0.14175sub 15.64563
14.39 0.3 0.65 2.8060518 0.3 0.65 3.51
14.69 0.3 0.65 2.8645518 0.3 0.65 3.51
5.9 0.25 0.65 0.958750.6 0.25 0.65 0.0975
2.15 0.25 0.65 0.3493753.5 0.25 0.65 0.568750.6 0.25 0.65 0.0975
0.35 0.25 0.65 0.0568752.61 0.25 0.65 0.4241250.35 0.25 0.65 0.0568750.45 0.25 0.65 0.0731251.21 0.25 0.65 0.19662515.9 0.25 0.65 2.58375
sub 18.15385
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3.3 1.55 0.7 3.58052.9 0.725 0.7 1.471753.3 1.55 0.7 3.58051.8 2.5 0.7 6.33.3 3.3 0.7 7.6232.9 1.5 0.7 3.0453.3 3.3 0.7 7.6231.8 2.5 0.7 6.31.8 2.5 0.7 6.32.9 2.45 0.7 4.97353.3 1 0.7 2.312.9 2.45 0.7 4.9735
sub 58.08075
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ELEMENTO ACERO
DESCRIPCION DIAM.
CIMIENTO CORRIDOACERO EN CIMIENTO CORRIDO ( 5/8''-9.6 ml/m2)38'1 ENTRE X-Y 5/8''
38'2 ENTRE B1-Y 5/8''
38'3 ENTRE B1-C 5/8''
38'4 ENTRE X-B3 5/8''
38'5 ENTRE C-Y 5/8''
B2 ENTRE 38'1-38'2 5/8''
B3 ENTRE 38'3-38'5 5/8''
C ENTRE 38'1-38'2 5/8''
C ENTRE 38'5-39 5/8''
CIMENTACION CORRIDA TRANSVERSALESTRANS-5/8''- X EN 37-39 5/8''
EMP 5/8''
TRANS-5/8''- X EN 40-43 5/8''
EMP 5/8''
TRANS-5/8''- Y EN 37-39 5/8''
EMP 5/8''
TRANS-5/8''- Y EN 40-43 5/8''
EMP 5/8''
TRANS-5/8''- Y EN 40-43 5/8''
EMP 5/8''
TRANS-5/8''- 38'1 ENTRE X-Y 5/8''
TRANS-5/8''- 38'1 ENTRE X-Y 5/8''
TRANS-5/8''- 38'2 ENTRE B1-Y 5/8''
TRANS-5/8''- 38'3 ENTRE B1-C 5/8''
TRANS-5/8''- 38'4 ENTRE X-B3 5/8''
TRANS-5/8''- 38'5 ENTRE C-Y 5/8''
TRANS-5/8''- B1 ENTRE 38'3-38'5 5/8''
TRANS-5/8''- B2 ENTRE 38'1-38'2 5/8''
TRANS-5/8''- B3 ENTRE 38'3-38'5 5/8''
TRANS-5/8''- C ENTRE 38'1-38'2 5/8''
TRANS-5/8''- C ENTRE 38'5-39 5/8''
TRANS-3/8''- X EN 37-39 3/8''EMP 3/8''TRANS-3/8''- X EN 40-43 3/8''EMP 3/8''TRANS-3/8''- Y EN 37-39 3/8''
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EMP 3/8''TRANS-3/8''- 38'1 ENTRE X-Y 3/8''TRANS-3/8''- 38'2 ENTRE B1-Y 3/8''TRANS-3/8''- 38'3 ENTRE B1-C 3/8''TRANS-3/8''- 38'4 ENTRE X-B3 3/8''TRANS-3/8''- 38'5 ENTRE C-Y 3/8''TRANS-3/8''- B1 ENTRE 38'3-38'5 3/8''TRANS-3/8''- B2 ENTRE 38'1-38'2 3/8''TRANS-3/8''- B2 ENTRE 38'3-38'5 3/8''TRANS-3/8''- C ENTRE 38'1-38'2 3/8''TRANS-3/8''- C ENTRE 38'5-39 3/8''
ESTRIBOS-3/8''-0.30X ENTRE 37-38 3/8''X ENTRE 38-39 3/8''X ENTRE 40-41 3/8''X ENTRE 41-42 3/8''X ENTRE 42-43 3/8''Y ENTRE 37-38 3/8''Y ENTRE 38-39 3/8''Y ENTRE 40-41 3/8''Y ENTRE 41-42 3/8''Y ENTRE 42-43 3/8''
ESTRIBOS-3/8''38'1 ENTRE X-B2 3/8''38'1 ENTRE B2-C 3/8''38'1 ENTRE C-Y 3/8''38'2 ENTRE C'-Y 3/8''38'3 ENTRE B1-B3 3/8''38'3 ENTRE B1-C' 3/8''38'4 ENTRE X-B1 3/8''38'4 ENTRE B1-B3 3/8''38'5 ENTRE C-Y 3/8''B1 ENTRE 38'3-38'4 3/8''B2 ENTRE 38'1-38'2 3/8''B3 ENTRE 38'3-38'4 3/8''B3 ENTRE 38'4-38'5 3/8''C ENTRE 38'1-38'2 3/8''C ENTRE 38'5-39 3/8''
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ACEROLONGITUD TOTAL
N° DE VECES/ LARGO LONG. PARCIAL/ AREA1/4" 3/8"
0.6 5.9 3.54
0.6 3.434 2.06
0.6 2.525 1.515
0.6 3.725 2.235
0.6 0.975 0.585
0.6 0.761 0.46
0.6 0.375 0.225
0.6 0.761 0.46
0.225 0.9 0.2025
4 1 14.924 1 0.84 1 18.524 1 0.84 1 15.214 1 0.84 1 18.524 1 0.84 1 18.524 1 0.54 1 7.024 1 7.024 1 1.124 1 2.674 1 4.324 1 1.124 1 1.174 1 1.9314 1 1.624 1 2.0314 1 2.51
6 1 14.92 89.526 1 0.5 36 1 18.52 111.126 1 0.5 36 1 15.21 91.26
N° DE ELEM/ ANCHO
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6 1 0.5 36 1 7.02 42.126 1 1.12 6.726 1 2.67 16.026 1 4.32 25.926 1 1.12 6.726 1 1.17 7.026 1 1.931 11.5866 1 1.62 9.726 1 2.031 12.1866 1 2.51 15.06
18 1 3.02 54.3629 1 3.02 87.5819 1 3.02 57.3820 1 3.02 60.419 1 3.02 57.3820 1 3.02 60.429 1 3.02 87.5819 1 3.02 57.3820 1 3.02 60.419 1 3.02 57.38
11 1 2.92 32.126 1 2.92 17.526 1 2.92 17.522 1 2.92 5.843 1 2.92 8.764 1 2.92 11.68
10 1 2.92 29.23 1 2.92 8.762 1 2.92 5.842 1 2.92 5.845 1 2.92 14.62 1 2.92 5.842 1 2.92 5.845 1 2.92 14.67 1 2.92 20.44
TOTAL 0.00 1,298.61
FACTOR 0.23 0.56
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TOTAL KG 0.00 727.22
Total Kg
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LONGITUD TOTAL
1/2" 5/8" 3/4" 1" 1 3/8"
33.984
19.77984
14.544
21.456
5.616
4.38336
2.16
4.38336
1.944
59.683.2
74.083.2
60.843.2
74.083.2
74.082
28.0828.084.48
10.6817.284.484.68
7.7246.48
8.12410.04
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0.00 595.94 0.00 0.00 0.00
0.99 1.55 2.24 3.97 7.91
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0.00 923.70 0.00 0.00 0.00
Total Kg 1650.93
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PARTIDA UND CANT.Encofrado -0.15 A NPT-0.80X EN 37-39 M2 2X EN 40-43 M2 2Y EN 37-39 M2 2Y EN 40-43 M2 238'1 ENTRE X-Y M2 238'2 ENTRE B1-Y M2 238'3 ENTRE B1-C M2 238'4 ENTRE X-B3 M2 238'5 ENTRE C-Y M2 2B1 ENTRE 38'3-38'5 M2 2B2 ENTRE 38'1-38'2 M2 2B3 ENTRE 38'3-38'4 M2 2B3 ENTRE 38'3-38'5 M2 2C ENTRE 38'1-38'2 M2 2C ENTRE 38'5-39 M2 2
Encofrado -0.80 A NPT-1.5037-38 EN X M2 238-39 EN X M2 240-41 EN X M2 241-42 EN X M2 242-43 EN X M2 237-38 EN Y M2 238-39 EN Y M2 240-41 EN Y M2 241-42 EN Y M2 242-43 EN Y M2 238'1 ENTRE X-Y M2 238'2 ENTRE B1-Y M2 238'3 ENTRE B1-C M2 238'4 ENTRE X-B3 M2 238'5 ENTRE C-Y M2 2B2 ENTRE 38'1-38'2 M2 2B3 ENTRE 38'3-38'5 M2 2C ENTRE 38'1-38'2 M2 2C ENTRE 38'5-39 M2 2
Encofrado ZAPATAS -0.15 A NPT-0.80
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Z3 //37M2 1M2 1M2 4M2 1M2 1M2 1M2 1
Z3/39/40M2 4M2 2M2 4M2 2
Z6/43/43''M2 1M2 2M2 4M2 2M2 2M2 2
Z1M2 12M2 24
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LARGO (m) ANCHO (m) ALTO (m) PARCIAL TOTAL
14.39 - 0.65 18.707 207.090818 - 0.65 23.4
14.69 - 0.65 19.09718 - 0.65 23.4
5.9 - 0.65 7.670.6 - 0.65 0.78
2.15 - 0.65 2.7953.5 - 0.65 4.550.6 - 0.65 0.78
0.35 - 0.65 0.4552.61 - 0.65 3.3930.35 - 0.65 0.4550.45 - 0.65 0.5851.21 - 0.65 1.57315.9 - 0.65 20.67
SUB 128.31
3.125 - 0.7 4.3755.515 - 0.7 7.7213.124 - 0.7 4.3736
3.5 - 0.7 4.93.194 - 0.7 4.47163.125 - 0.7 4.3755.515 - 0.7 7.7213.124 - 0.7 4.3736
3.5 - 0.7 4.93.194 - 0.7 4.4716
5.9 - 0.7 8.263.434 - 0.7 4.80762.525 - 0.7 3.5353.725 - 0.7 5.2150.975 - 0.7 1.3650.761 - 0.7 1.06540.375 - 0.7 0.5250.761 - 0.7 1.0654
0.9 - 0.7 1.26Sub 78.7808
81.6165
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9.51 - 0.7 6.6571.555 - 0.7 1.0885
1.5 - 0.7 4.20.983 - 0.7 0.68812.903 - 0.7 2.0321
0.83 - 0.7 0.5811.71 - 0.7 1.197
-1.5 - 0.7 4.22.9 - 0.7 4.060.9 - 0.7 2.523.3 - 0.7 4.62
2.5 - 0.7 1.752.9 - 0.7 4.061.3 - 0.7 3.64
0.93 - 0.7 1.3020.572 - 0.7 0.8008
3.3 - 0.7 4.62
2.5 - 0.7 210.75 - 0.7 12.6
SUB 81.6165
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ITEM DESCRIPCIÓN CANTIDADCONCRETO EN COLUMNASCOLUMNA C1 PRIMER PISO 6COLUMNA C1 SEGUNDO PISO 6COLUMNA C1 TERCER PISO 6
COLUMNA C2 PRIMER PISO 8COLUMNA C2 SEGUNDO PISO 8COLUMNA C2 TERCER PISO 8
COLUMNA C3 PRIMER PISO 4COLUMNA C3 SEGUNDO PISO 4COLUMNA C3 TERCER PISO 4
COLUMNA PA PRIMER PISO 4COLUMNA PA SEGUNDO PISO 4COLUMNA PA TERCER PISO 4
COLUMNA PB PRIMER PISO 1COLUMNA PB SEGUNDO PISO 1COLUMNA PB TERCER PISO 1
COLUMNA PC PRIMER PISO 22COLUMNA PC SEGUNDO PISO 22COLUMNA PC TERCER PISO 22
COLUMNA PE PRIMER PISO 10COLUMNA PE SEGUNDO PISO 10COLUMNA PE TERCER PISO 10
ITEM DESCRIPCIÓN CANTIDADENCOFRADO Y DESECONFRADOCOLUMNA C1 PRIMER PISO 6COLUMNA C1 SEGUNDO PISO 6COLUMNA C1 TERCER PISO 6
COLUMNA C2 PRIMER PISO 8COLUMNA C2 SEGUNDO PISO 8COLUMNA C2 TERCER PISO 8
COLUMNA C3 PRIMER PISO 4COLUMNA C3 SEGUNDO PISO 4
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COLUMNA C3 TERCER PISO 4
COLUMNA PA PRIMER PISO 4COLUMNA PA SEGUNDO PISO 4COLUMNA PA TERCER PISO 4
COLUMNA PB PRIMER PISO 1COLUMNA PB SEGUNDO PISO 1COLUMNA PB TERCER PISO 1
COLUMNA PC PRIMER PISO 22COLUMNA PC SEGUNDO PISO 22COLUMNA PC TERCER PISO 22
COLUMNA PE PRIMER PISO 10COLUMNA PE SEGUNDO PISO 10COLUMNA PE TERCER PISO 10
ACERO EN CONLUMNAS
DESCRIPCION DISEÑO DEL FIERROɸ
C1 BARRAS 3/4"ESTRIBOS 3/8"
C2 BARRAS 3/4"ESTRIBOS 3/8"
C3 BARRAS 5/8"ESTRIBOS 3/8"
PA BARRAS 1/2"ESTRIBOS 1/4"
PB BARRAS 1/2"ESTRIBOS 1/4"
PC BARRAS 1/2"ESTRIBOS 1/4"
PE BARRAS 1/2"ESTRIBOS 1/4"
PESO UNITARIO (KG/m)PESO PARCIAL (KG)
PESO DESPERDICIO 5%
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ALAMBRE N°16 6%PESO TOTAL (KG)
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LARGO ANCHO ALTO PARCIAL
0.30 1.00 3.75 6.750.30 1.00 3.05 5.490.30 1.00 3.05 5.49
0.30 0.60 3.75 5.400.30 0.60 3.05 4.390.30 0.60 3.05 4.39
0.24 0.40 3.75 1.440.24 0.40 3.05 1.170.24 0.40 3.05 1.17
0.15 0.15 3.75 0.340.15 0.15 3.05 0.270.15 0.15 3.05 0.27
0.15 0.12 3.75 0.070.15 0.12 3.05 0.050.15 0.12 3.05 0.05
0.15 0.20 3.75 2.480.15 0.20 3.05 2.010.15 0.20 3.05 2.01
0.15 0.20 3.75 1.130.15 0.20 3.05 0.920.15 0.20 3.05 0.92
46.22 m3
LARGO ANCHO ALTO PERIMETRO PARCIAL
0.30 1.00 3.15 2.6 8.190.30 1.00 2.55 2.6 6.630.30 1.00 2.55 2.6 6.63
0.30 0.60 3.15 1.8 5.670.30 0.60 2.55 1.8 4.590.30 0.60 2.55 1.8 4.59
0.24 0.40 3.15 1.28 4.030.24 0.40 2.55 1.28 3.26
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0.24 0.40 2.55 1.28 3.26
0.15 0.15 3.15 0.6 1.890.15 0.15 2.55 0.6 1.530.15 0.15 2.55 0.6 1.53
0.15 0.12 3.15 0.54 1.700.15 0.12 2.55 0.54 1.380.15 0.12 3.55 0.54 1.92
0.15 0.20 3.15 0.7 2.210.15 0.20 2.55 0.7 1.790.15 0.20 2.55 0.7 1.79
0.15 0.20 3.15 0.7 2.210.15 0.20 2.55 0.7 1.790.15 0.20 2.55 0.7 1.79
68.36 m2
LONGITUD X ɸ
LONG X PZAS 1/4" 3/8" 1/2"6 14 11.71
6 50 2.56 768
8 8 11.71
8 50 2.44 976
4 4 11.51
4 50 1.04 208
4 2 11.36 90.88
4 50 0.05 10
1 1 11.36 11.36
1 50 0 0
22 2 11.36 499.84
22 50 0.05 55
10 2 11.36 227.2
10 50 0.05 25
PESO UNITARIO (KG/m) 0.25 0.56 0.994PESO PARCIAL (KG) 90 1952 829.28
PESO 6107.83984DESPERDICIO 5% 305.391992
N° ELEMENTOS IGUALES
N°PZAS X ELEM
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ALAMBRE N°16 6% 384.79390992PESO TOTAL (KG) 6798.02574192
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LONGITUD X ɸ
5/8" 3/4"983.64
749.44
184.16
1.552 2.24184.16 1733.08
6107.83984305.391992
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384.793909926798.02574192
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DescripciónEncofradoEncofrado HorCant Veces AnchoV5 1 1 0.3V1 1 1 0.3V14 1 1 0.3V2 1 1 0.3VS-1 3 1 0.25VS-1 1 1 0.25VC-1-1 3 1 0.4VC-6-6 3 1 4VC-7-7 2 1 0.3VC-2-2 en 37- 1 1 0.15VC-2-2 en 40- 1 1 0.15Encofrado VerticalV5 1 3 0.3
1 3 0.6V1 1 3 0.3
1 3 0.6V14 1 3 0.3
1 3 0.6V2 1 3 0.3
1 3 0.6VC-6-6 2 3 0.8VC-7-7 2 3 0.35
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Largo Aréa(m2)14.7 4.41
18 5.414.39 4.317
18 5.47.6 5.7
7.61 1.90257.6 9.125.9 70.8
0.35 0.219 1.35
1.7 0.255
14.7 13.2314.2 25.56
18 16.217.5 31.5
14.39 12.95113.89 25.002
18 16.217.5 31.5
5.9 28.320.35 0.735
Sub 310.0625
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ConcretoConcreto VigasDescripción Cant Veces Ancho AltoV5 1 1 0.3 0.6V1 1 1 0.3 0.6V14 1 1 0.3 0.6V2 1 1 0.3 0.6VS-1 3 1 0.25 0.25VS-1 1 1 0.25 0.25VC-1-1 3 1 0.4 0.25VC-6-6 3 1 4 0.25VC-7-7 2 1 0.3 0.25VC-2-2 en 37- 1 1 0.15 0.25VC-2-2 en 40- 1 1 0.15 0.25
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Largo Vol(m3)14.7 2.646
18 3.2414.39 2.5902
18 3.247.6 1.425
7.61 0.4756257.6 2.285.9 17.7
0.35 0.05259 0.3375
1.7 0.06375Sub 34.050575
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PARTIDA
ELEMENTO CONCRETO
DESCRIPCION CANT.MEDIDAS
LARGO ANCHO ALTOVIGAS
V5- 3/4''V5- 5/8'' REF-Sup-IZQV5- 3/4'' REF-Sup-MEDV5- 5/8'' REF-InfEstribos 3/8'' ejes 37-38Estribos 3/8'' ejes 38-39
V1-5/8''V1-3/4'' REF-SUP-EXTRV1-3/4'' REF-SUP-MEDV1-5/8'' REF-INF-EXTRV1-5/8'' REF-INF-MEDESTRIBOS 3/8'' EN 40-41ESTRIBOS 3/8'' EN 41-42ESTRIBOS 3/8'' EN 42-43
V14-3/4''V14-3/4'' REF-SUP-IZQV14-1'' REF-SUP-MEDV14-5/8'' REF-SUP-DERV14-5/8'' REF-INF
V2-5/8''V2-3/4'' REF-SUP-EXTRV2-5/8'' REF-SUP-EXTRV2-3/4'' REF-SUP-MEDV2-5/8'' REF-INF-EXTRV2-5/8'' REF-INF-MEDESTRIBOS 3/8'' EN 40-41ESTRIBOS 3/8'' EN 41-42ESTRIBOS 3/8'' EN 42-43
VS-1-1/2''ESTRIBOS 1/2''VS-1-1/2''ESTRIBOS 1/2''
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VC-1-1-1/2''VC-1-1-3/8''Estribos 1/4''
VC-6-6-1/2''VC-6-6-3/8''Estribos 1/4''
VC-7-7-1/2''VC-7-7-3/8''Estribos 1/4''
VC-2-2-3/8'' EN 37-39ESTRIBOS 1/4'' EN 37-39VC-2-2-3/8'' en 40-43ESTRIBOS 1/4'' EN 40-43
Placa Parapetohorizontal 3/8''
vertical 3/8''
SUMA Total
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CONCRETO ENCOFRADO ACERO
TOTAL MEDIDAS TOTALDIAM. N° DE ELEM
m³. LARGO ANC/ALT m².
6332
2836
44621
272727
63312
442621
272727
1133
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42
46
44
42
22
42
254
266
5757
44
0.00 Total 0.00
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ACEROLONGITUD TOTAL
N° DE VECES1/4" 3/8" 1/2" 5/8"
3 15.323 3.46 10.38
3 5.2 15.6
3 4.693 1.88 52.64
3 1.88 67.68
3 18.52 74.08
3 2.213 4.23 3.32 6.64
3 3.36 3.36
3 1.88 50.76
3 1.88 50.76
3 1.88 50.76
3 15.023 3.473 5.23 2.72 2.72
3 4.69 9.38
3 18.52 74.08
3 2.213 2.16 4.32
3 4.23 3.32 6.64
3 3.36 3.36
3 1.88 50.76
3 1.88 50.76
3 1.88 50.76
3 8.73 26.19123 1 123
3 8.72 78.48123 1 369
LONG. PARCIAL
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9 8.72 313.929 8.72 156.969 1.3 538.2
9 7.02 252.729 7.02 252.729 1.5 567
4 1.9 15.24 1.9 15.29 1.1 415.8
3 14.91 89.463 0.37 59.943 18.52 111.123 0.37 73.26
2 14.87 1695.182 18.56 2115.842 1.59 12.722 1.59 12.72
TOTAL 1,654.20 4,836.04 1,178.51 261.32
FACTOR 0.23 0.56 0.99 1.55
TOTAL KG 380.47 2,708.18 1,166.72 405.05
Total Kg
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LONGITUD TOTAL
3/4" 1" 1 3/8"
91.92
9.38
8.84
25.2
90.12
10.41
15.6
8.84
25.2
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269.91 15.60 0.00
2.24 3.97 7.91
604.60 61.93 0.00
Total Kg 5326.95
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PARTIDA UND CANT. LARGO (m)CONCRETO PLACASPL-4 ENTRE X-Y M3 4 5.9PARAPETO
M3 2 14.31M3 2 18
ENCOFRADO PLACASEncofrado PL-4 M237 ENTRE X-Y EXT M2 1 6.5137 ENTRE X-Y INT M2
M2 1 5.91M2 1 5.91M2 1 5.91M2 1 5.91
Parapeto M2 2 14.31M2 2 18
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ANCHO (m) ALTO (m) PARCIAL TOTAL10.297
0.25 0.65 3.835
1 0.1 2.8621 0.1 3.6
Sub 10.297186.576
10.2 66.402
0.65 3.84153.05 18.02552.85 16.84352.85 16.8435
1 28.621 36
SUB 186.576
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PARTIDA
ELEMENTO CONCRETO
DESCRIPCION CANT.MEDIDAS
LARGOPLACAS
Placa Parapetohorizontal 3/8''
vertical 3/8''
PL-4REF-VERT-3/8''-L
VERT-3/8-2LEMPALME-VERT-3/8-2L
TRANS-3/8''
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CONCRETO ENCOFRADO
MEDIDAS TOTAL MEDIDAS TOTAL
ANCHO ALTO m³. LARGO ANC/ALT m².
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ACEROLONGITUD TOTAL
DIAM. N° DE ELEM N° DE VECES1/4" 3/8"
3/8" 57 2 14.87 1695.183/8" 57 2 18.56 2115.843/8" 4 2 1.59 12.723/8" 4 2 1.59 12.72
3/8" 4 46 3.2 588.80
3/8" 8 46 11.38 4187.84
3/8" 8 46 0.5 184.00
3/8" 8 68 7.02 3818.88
TOTAL 0.00 12,615.98
FACTOR 0.23 0.56
TOTAL KG 0.00 7,064.95
Total Kg
LONG. PARCIAL
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LONGITUD TOTAL
1/2" 5/8" 3/4" 1" 1 3/8"
0.00 0.00 0.00 0.00 0.00
0.99 1.55 2.24 3.97 7.91
0.00 0.00 0.00 0.00 0.00
Total Kg 7064.95
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PARTIDA
ELEMENTO ACERO
DESCRIPCION CANT. DIAM.
ACERO EN ZAPATAS ( 5/8''-9.6 ml/m2)
A-B' EN 37 1 5/8''
B'-C EN 37 1 5/8''
C-D' EN 37 1 5/8''
Z1 EN 38 2 5/8''
A-B' EN 39//40 1 5/8''
B'-C EN 39//40 1 5/8''
C-D' EN 39//40 1 5/8''
Z1 EN 41 2 5/8''
Z1 EN 42 2 5/8''
A'-B EN 43 1 5/8''
B-C' EN 43 1 5/8''
C'-D EN 43 1 5/8''
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ACEROLONGITUD TOTAL
ANCHO LARGO ÁREA1/4" 3/8"
1.55 3.3 5.12 49.1040.725 2.9 2.10 20.184
1.55 3.3 5.12 49.1042.5 1.8 9.00 86.43.3 3.3 10.89 104.5441.5 2.9 4.35 41.763.3 3.3 10.89 104.5442.5 1.8 9.00 86.42.5 1.8 9.00 86.4
2.45 2.9 7.11 68.2081 3.3 3.30 31.68
2.45 2.9 7.11 68.208
TOTAL 0.00 0.00
FACTOR 0.23 0.56
TOTAL KG 0.00 0.00
Total Kg
METROS LINEALES
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LONGITUD TOTAL
1/2" 5/8" 3/4" 1" 1 3/8"
49.10420.18449.104
86.4104.544
41.76104.544
86.486.4
68.20831.68
68.208
0.00 796.54 0.00 0.00 0.00
0.99 1.55 2.24 3.97 7.91
0.00 1,234.63 0.00 0.00 0.00
Total Kg 1234.63