Planilla Metrados Final
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METRADOS ESTRUCTURA
ObraFórmulaCliente Distrito :
Departamento LIMA Provincia BARRANCA
Item Descripción Unidad
01.00.00 OBRAS PROVISIONALES01.01.00 CASETA DE GUARDIANIA PROVISIONAL U01.02.00 CARTEL DE OBRA U01.02.01 SS.HH. U
01.02.02 CERCO PERIMETRICO U
02.00.00 TRABAJOS PRELIMINARES
02.01.00 LIMPIEZA DE TERRENO MANUAL M202.03.00 TRAZO Y REPLANTEO M2
03.00.00 MOVIMIENTO DE TIERRAS03.01.00 EXCAVACION PARA CIMENTACION M303.01.01 EXCAVACION CISTERNA M3
03.01.02 EXCAVACION CISTERNA DE AGUA CONTRA INCENDIO M3
03.01.03 EXCAVACION ZAPATA M3
03.01.03 ELIMINACION DE MATERIAL EXCEDENTE M3
04.00.00 OBRAS DE CONCRETO SIMPLE
04.00.01 CIMENTACION M304.00.02 SOBRECIMIENTO M304.00.03 ENCOFRADO SOBRECIMIENTO M204.00.04 SOLADO EN CISTERNAS M204.00.05 CONCRETO EN FALSOPISO E=0.10 M204.00.06 FALSA ZAPATA M304.00.07
OBRAS DE CONCRETO ARMADO
VIGAS DE CIMENTACION05.02.00 CONCRETO F'C= 210 KG/CM2 M305.02.01 ENCOFRADO Y DESENCOFRADO M205.02.02 ACERO FY=4200KG/CM2 KG05.02.03
COLUMNAS06.00.00 CONCRETO F'C=210 KG/CM2. EN COLUMNAS M306.00.01 ENCOFRADO Y DESENCOFRADO NORMAL EN COLUMNAS M206.00.02 ACERO FY=4200KG/CM2 EN COLUMNAS KG
PLACAS06.00.00 CONCRETO F'C=210 KG/CM2. M306.00.01 ENCOFRADO Y DESENCOFRADO M2
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06.00.02 ACERO FY=4200KG/CM2 KG
ZAPATA
06.00.00 CONCRETO F'C=210 KG/CM2. M306.00.01 ENCOFRADO Y DESENCOFRADO M206.00.02 ACERO FY=4200KG/CM2 KG
06.00.00 VIGAS06.00.01 CONCRETO F'C=210 KG/CM2. EN VIGAS M306.00.02 ENCOFRADO Y DESENCOFRADO EN VIGAS M206.00.03 ACERO FY=4200 KG/CM2 EN VIGAS KG
07.00.00 LOSAS ALIGERADAS07.00.01 CONCRETO F'C=210 KG/CM2 EN LOSAS ALIGERADAS M307.00.02 ENCOFRADO Y DESENCOFRADO M207.00.03 LADRILLO HUECO P/TECHO ALIGERADO UND
ACERO FY=4200KG/CM2 EN LOSAS ALIGERADAS KG
08.00.00 CISTERNA08.00.01 CONCRETO F'C=210 KG/CM2 M308.00.02 ENCOFRADO Y DESENCOFRADO M208.00.03 ACERO FY=4200KG/CM2 KG
08.00.00 CISTERNA DE AGUA CONTRA INCENDIOS08.00.01 CONCRETO F'C=210 KG/CM2 M308.00.02 ENCOFRADO Y DESENCOFRADO M208.00.03 ACERO FY=4200KG/CM2 KG
08.00.00 ASCENSOR08.00.01 CONCRETO F'C=210 KG/CM2 M308.00.02 ENCOFRADO Y DESENCOFRADO M208.00.03 ACERO FY=4200KG/CM2 KG
10.00.00 ESCALERAS10.00.01 CONCRETO F'C=210 KG/CM2 M310.00.02 ENCOFRADO Y DESENCOFRADO M210.00.03 ACERO FY=4200KG/CM2 KG
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CONCRETOMetrado ENCOFRADO
1.00 EXCAVACION CIMENTACION1.00 LONGITUD AREA ALTURA
1.00 811.33 2.001.00 61.32 1.10
32.2 1.1025.81 1.10
1,657.841,657.84
CONCRETO CIMENTACION863.84 LONGITUD AREA ALTURA
176.17 811.33 1.693.35 61.32 0.814.70 32.2 0.80
1,148.06 25.81 0.8
687.2543.40 SOBRECIMIENTO
603.66 LONGITUD ALTURA78.55 754.57 0.40
1,088.33 119.33 0.14.20 CONCRETO 1:10 +30%PG
PARAPETOLONGITUD ANCHO
265.64 0.15
66.66533.26
3,400.00
360.49 2.44,512.95
44,757.58
14.70134.40
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1,201.27
4.907.70
277.80
284.581,416.00
29,224.32
544.175,441.67
45,329.11158,189.35
40.11260.46
2,846.72
43.85319.97
3,497.14ASCENSOR
LONGITUD CANTIDAD DIAMETRO M.L.24.57 13.73 88.25 3/8 1211.6725
128.70 17.65 19.5 3/8 344.1751,742.55
13.30100.70
1,425.60
ESCALERA
LONGITUD CANTIDAD DIAMETRO CANTIDAD9 16 1/2 10
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FE
ESTRIBOS
PLACA ALTURA
16.7
LONGITUD C/TRASLAPE DIAMETRO FE 16.9 17.2 5/8EST. 5.2864 3/8
ALIGERADOAREA VECES AREA TOTAL1088.334 5.000 5441.67
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V.C.IMENTACION
0.25 0.4 666.58 66.6582 0.4 666.58 533.264
ANCHO M3 LONGITUD
0.5 811.33 VA-1 277.22
0.4 26.9808 VA-2 98.14
0.40 14.168 VA-3 13.86
0.4 11.3564 VA-4 16.54
863.8352 VA-5 81.6V-1 145.26V-1 58.1V-2 3.67
ANCHO M3 V-3 17.45
0.5 649.064 V-4 27.68
0.4 19.6224 V-5 43.74
0.40 10.304 V-6 58.1
0.4 8.2592 V-7 10.39
687.2496 VS-1 102.11VS-2 65.10VS-3 266.00
ANCHO M3 VS-4 102.110.15 45.270.15 1.79
43.48
ENCOFRADOALTURA M3 M20.95 37.85 504.716
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FACTOR KG0.56 678.53660.56 192.738
871.27462
1742.5492
M.L. FACTOR KG1440 0.99 1425.6
VIGAS DE CIMENTACION
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LONGITUD C/TRASLAPE DIAMETRO CANTIDAD VECES569.46 1/2 4 1119.34 3/8 4 1
0.79 1/4 4443.87 1
CANTIDAD VECES M.L FACTOR KG14 2 481.6 1.56 751.3076 2 803.5328 0.56 449.98
1201.27
LOSA ALIGERADAEN 1 M2: KG. CONCRETO LADRILLO
5.5 0.0875 8.3333
AREA TOTAL: 5441.67
AREA FACTOR TOTALACERO 5441.67 5.5 29,929.19CONCRETO 5441.67 0.0875 476.15LADRILLO 5441.67 8.3333 45,347.07
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VIGAS CONCRETOANCHO ALTURA VECES M3
0.25 0.2 5 69.305
0.15 0.4 5 29.442
0.4 0.2 5 5.544
0.4 0.2 5 6.616
0.15 0.4 4 19.5840.15 0.4 5 43.5780.15 0.4 1 3.4860.15 0.4 5 1.1010.4 0.2 5 6.98
0.15 0.4 5 8.304
0.15 0.4 5 13.122
0.15 0.4 4 13.944
0.15 0.4 4 2.4936
0.15 0.4 5 30.6330.15 0.4 5 19.530.15 0.12 1 4.7880.15 0.4 1 6.1266
284.5772
VIGAS ENCOFRADOLONGITUD ANCHO ALTURA VECES
VA-1 277.22 0.1 1 5VA-2 98.14 1 0.2 10VA-3 13.86 0.25 1 5VA-4 16.54 0.25 1 5VA-5 81.60 1 0.2 8V-1 145.26 1 0.2 8V-1 58.10 1 0.2 2V-2 3.67 1 0.2 10V-3 17.45 0.25 1 5V-4 27.68 1 0.2 10V-5 43.74 1 0.2 10V-6 58.10 1 0.2 8V-7 10.39 1 0.2 8
VS-1 102.11 1 0.2 10VS-2 65.10 1 0.2 10VS-3 1.00 0 0 0VS-4 102.11 1 0.2 2
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VIGAS ACEROLONGITUD
VA-1 277.22ESTRIBOS 0.88
VA-2 98.14ESTRIBOS 1.1
VA-3 13.86ESTRIBOS 0.88
VA-4 16.54ESTRIBOS 1.4
VA-5 81.60ESTRIBOS 1.1
V-1 145.26ESTRIBOS 1.1
V-1 58.10ESTRIBOS 1.1
V-2 3.67ESTRIBOS 1.1
V-3 17.45ESTRIBOS 1.4
V-4 27.68ESTRIBOS 1.4
V-5 43.74ESTRIBOS 1.1
V-6 58.10ESTRIBOS 1.1
4.15 26102.11 639.73 V-7 10.39
ESTRIBOS 1.1
VS-1 102.11ESTRIBOS 1.1
VS-2 65.10
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M.L FACTOR KG ESTRIBOS 1.12277.84 0.99 2255.0616477.36 0.56 267.3216 VS-3 266.00
ESTRIBOS 0.79
3510.6573 0.25 877.664325 VS-4 102.113400.047525 ESTRIBOS 1.1
COLUMNAS ACEROLONGITUD
C1 17.15ESTRIBOS 2.6846
C2 17.15ESTRIBOS 2.6846
C3 17.15ESTRIBOS 1.02
C4 17.15ESTRIBOS 1.12
C5 17.15ESTRIBOS 1.02
C6 17.15
ESTRIBOS 1.52
C7 17.15ESTRIBOS 2.14
C8 4.15ESTRIBOS 1.02
C9 4.15ESTRIBOS 1.62
C10 17.15ESTRIBOS 2.24
C11 4.15ESTRIBOS 1.22
C12 4.15ESTRIBOS 2.44
C13 4.15ESTRIBOS 2.68
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C14 4.15ESTRIBOS 0.72
C15 0.95ESTRIBOS 0.72
C16 4.15ESTRIBOS 1.44
C5 0.95ESTRIBOS 1.02
C2 0.95ESTRIBOS 2.6846
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138.61196.28
17.3320.68
130.56232.42
23.247.34
21.8155.3687.4892.9616.62
204.22130.20
0.0040.84
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1415.95
C/TRASLAPE DIAMETRO CANTIDAD VECES ML. FACTOR KG.289.54 1/2 4 5 5790.80 0.99 5732.89
1/4 1736.8 5 7641.92 0.25 1910.48
102.501 1/2 4 5 2050.02 0.99 2029.521/4 614.85 5 3381.68 0.25 845.42
14.26 1/2 4 5 285.20 0.99 282.351/4 86.83 5 382.05 0.25 95.51
16.94 1/2 6 5 508.20 0.99 503.121/4 103.62 5 725.34 0.25 181.34
85.20 1/2 4 4 1363.20 0.99 1349.571/4 511.23 4 2249.41 0.25 562.35
151.72 1/2 4 5 3034.40 0.99 3004.061/4 910.06 5 5005.33 0.25 1251.33
60.68 1/2 4 1 242.72 0.99 240.291/4 364 1 400.40 0.25 100.10
3.67 5/8 4 5 73.40 1.56 114.503/8 36.7 5 201.85 0.56 113.04
17.85 1/2 6 5 535.50 0.99 530.151/4 109.33 5 765.31 0.25 191.33
28.48 1/2 4 5 569.60 0.99 563.901/4 173.42 5 1213.94 0.25 303.49
45.68 1/2 6 5 1370.40 0.99 1356.701/4 274.03 5 1507.17 0.25 376.79
64.56 1/2 4 4 1032.96 0.99 1022.631/4 364 4 1601.60 0.25 400.40
10.79 1/2 4 4 172.64 0.99 170.911/4 65.09 4 286.40 0.25 71.60
106.65 1/2 4 5 2133.00 0.99 2111.671/4 639.73 5 3518.52 0.25 879.63
72.33 1/2 4 5 1446.60 0.99 1432.13
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1/4 407.86 5 2243.23 0.25 560.81
278 3/8 2 1 556 0.56 311.361/4 1064 1 840.56 0.25 210.14
106.65 1/2 4 1 426.6 0.56 238.901/4 639.73 1 703.703 0.25 175.93
29,224.32
4.15 26102.11 639.73
C/TRASLAPE DIAMETRO CANTIDAD VECES ML. FACTOR KG.17.55 1/2 8 23 3229.20 0.99 3196.91
1/4 129 23 7965.21 0.25 1991.30
17.55 1/2 8 5 702.00 0.99 694.983/8 77 5 1033.57 0.56 578.80
17.55 1/2 6 195 20533.50 0.99 20328.171/4 129 195 25658.10 0.25 6414.53
17.55 1/2 6 1 105.30 0.99 104.251/4 129 1 144.48 0.25 36.12
17.55 1/2 6 31 3264.30 0.99 3231.661/4 129 31 4078.98 0.25 1019.75
17.55 1/2 8 14 1965.60 0.99 1945.94
1/4 129 14 2745.12 0.25 686.28
17.55 1/2 7 5 614.25 0.99 608.111/4 129 5 1380.30 0.25 345.08
4.35 1/2 4 35 609.00 0.99 602.911/4 32 35 1142.40 0.25 285.60
4.35 1/2 6 1 26.10 0.99 25.841/4 32 1 51.84 0.25 12.96
17.55 1/2 7 8 982.80 0.99 972.971/4 129 8 2311.68 0.25 577.92
4.35 1/2 4 1 17.40 0.99 17.231/4 32 1 39.04 0.25 9.76
4.35 3/8 9 1 39.15 0.56 21.921/4 32 1 78.08 0.25 19.52
4.35 1/2 7 2 60.90 0.99 60.291/4 32 2 171.52 0.25 42.88
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4.35 3/8 4 56 974.40 0.56 545.661/4 32 56 1290.24 0.25 322.56
1.15 3/8 4 1 4.60 0.56 2.581/4 9 1 6.48 0.25 1.62
4.35 3/8 7 113 30.45 0.56 17.051/4 32 113 46.08 0.25 11.52
1.15 1/2 4 9 4.6 0.99 4.551/4 9 9 9.18 0.25 2.30
1.15 1/2 4 2 4.6 0.99 4.553/8 9 2 24.1614 0.56 13.53
44,757.58
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METRADOS ARQUITECTURA
Obra
Fórmula Distrito:
Cliente LIMA Provincia LIMA
Departamento
Descripción Unidad
Item
MUROS Y TABIQUES02.00.00 MURO LADRILLO K-K DE SOGA M202.00.01 TABIQUERIA DE DRYWALL M2
03.00.02 REVOQUES Y ENLUCIDOS
03.00.03 TARRAJEO EN MUROS INTERIORES M203.00.04 TARRAJEO EN MUROS EXTERIORES M3
03.00.04 VESTIDURAS
03.00.05 PUERTAS ML.03.00.06 VENTANAS ML.
CIELORASO
03.00.02 TARRAJEO EN CIELORRASO M203.00.03
PISOS
04.00.00 CONTRAPISO DE 48 MM. M204.00.01 PISO CERAMICO 0.40 X 0.40 M. M204.00.02 PISO SALA COMEDOR M204.00.05 PISO DORMITORIO M204.00.06 PISO PASADIZO M204.00.07 PISO TERRAZO M2
04.00.08 PISO AZOTEA M3
05.00.00 CONTRAZOCALOS05.00.01 CONTRAZOCALO PULIDO H= 10 CM. ML.
06.00.00 CARPINTERIA MADERA
06.00.01 PUERTA DE MADERA M206.00.02 PUERTA CONTRAPLACADA M206.00.03 VENTANAS M206.00.04 PORTON LEVADIZO UNIDAD
08.00.00 CERRAJERIA
08.01.00 CERRADURA PUERTA PRINCIPAL PESADA PZA08.02.00 CERRADURA DE DOS GOLPES PZA08.04.00 CERRADURA PARA PUERTA CONTRAPLACADA PZA08.05.00 BISAGRA CAPUCHINA PZA08.05.01 BISAGRA ALUMINIZADA 4" PESADA PZA
09.00.00 PINTURA
09.01.00 PINTURA LATEX EN MUROS INTERIORES M2.
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09.02.00 PINTURA LATEX EN MUROS EXTERIORES M2.PINTURA EN CIELO RASO M2.
10.00.00 APARATOS Y ACCESORIOS SANITARIOS
10.01.00 INNODOROS U10.02.00 LAVATORIOS U10.02.01 LAVADEROS DE COCINA U10.02.02 LAVADEROS U10.03.00 DUCHA CROMADA U10.04.00 PAPELERA DE LOSA BLANCA U10.05.00 TOALLERA DE SOPORTE DE LOSA U10.06.00 JABONERA DE LOSA COLOR BLANCO U10.08.02 CALENTADOR ELECTRICO / ACCESORIOS U10.08.03 INSTALACION DE APARATOS SANITARIOS U
10.00.00 ENCHAPES
10.00.01 ENCHAPADO MAYOLICA MURO M2
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PISOPRIMER PISO
DORMITORIO 353.76MAYOLICA 185.72
SALA 303.79Metrado PASADIZO 152.41
ESTACIONAMIENTO 85.50AZOTEA 1,201.55
7,676.59 2,282.73
544.22PINTURAMURO INTERNO
12,023.05 MURO EXTERNO4,432.55
CONTRAZOCALOS950.07
3268.81599.5 MUROS INTERNOS PINTURA
2763.96 1009473.42 100
5,441.67 2318.25 10016521.70 1004439.04 100
23624.88 100
6,265.44 11931.22 100
928.60 14747.88 100
1,518.95 9186.93 100
1,768.79762.05 ALTURA
85.50 TOTAL
1,201.55 PARAPETO 265.64
BAÑOS COCINAS
4,750.35MUROS ENCHAPADOS
12289.7981 100
164.40 2479.5975 100
1,129.20 5078.8806 100
656.85 4479.1774 100
19.00 4835.0856 1002150.7789 100
ALTURA
1.00 TOTAL
75.00605.00
2,043.00 ALTURA
3.00 PINTURA
PUERTAS PISO 112,023.05 CONTRAPLACADA AREA
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4,432.55 0.70 x 2.40 1.68
5,441.67 0.80 x 2.40 1.92
MADERA
140.00 0.90 x 2.40 2.16
140.00 1.00 x 2.40 2.4
69.0069.00
139.00 VENTANAS PISO1
140.00 ANCHO ALTURA140.00 1.5 1.6140.00 1.20 1.670.00 1.50 1.3
1,047.00 0.40 0.60.80 0.6
2,818.20
DEPAS DUCHAS WATERPISO 1 13 26 26
GUARDIANIA 1 1 1OFICINA 1 0 1
PISO 2 14 28 28PISO 3 14 28 28PISO 4 14 28 28PISO 5 14 28 28
TOTAL DEPAS 69 139 140
DRYWALLLONGITUD VECES ALTURA AREA
13.2 7 2.45 226.3819.96 3 2.45 146.7123.6 2 2.45 115.6422.65 1 2.45 55.49
544.22
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5 1768.795 928.605 1518.955 762.051 85.501 1201.55
6265.44
MUROS INTERNOS PINTURA MURO EXTERNO
27.64
94.73 149.43 2.45 366.10 5
23.18 214.72 2.45 526.05 5165.2244.39 PARAPETO 265.64 0.95 252.36 1
236.25
119.31
147.48
91.87950.07
2.45
2327.68 5 11,638.390.95 252.358
203.54 0.65 132.29876912,023.05
MUROS ENCHAPADOS
122.90
24.80 PINTURA EN BAÑOS Y COCINAS
50.79 203.5444.79
48.35
21.51313.13
1.80
563.64 5 2818.20
313.130.65
203.5345
CANTIDAD TOTAL PISOS TOTAL 5 PISOS
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27 45.36 5 226.80 135.0094 180.48 5 902.40 1,129.20 470.00
605.00
15 32.40 5 162.00 75.001 2.40 1 2.40 164.40 1.00
1,293.60
AREA CANTIDAD TOTAL PISOS TOTAL 5 PISOS
2.4 16 38.40 5 192.001.92 32 61.44 5 307.201.95 11 21.45 5 107.250.24 28 6.72 5 33.600.48 7 3.36 5 16.80
656.85
LAVATORIOS LAVAT. COCINA LAVADERO THERMAS
26 13 13 131 0 0 01 0 0 128 14 14 1428 14 14 1428 14 14 1428 14 14 14
140 69 69 70
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1830.51 272630.26 17.32
0.00 70.2252.36 114.52 2.45 280.574
4713.13
4432.55
VESTIDURAS
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4.8 6484.8 2256
2904
4.8 3604.8 4.8
364.8 3268.8
4.70 376.004.40 704.004.10 225.501.60 224.002.00 70.00
1599.50
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AREAPISO CERAMICO INTERIORES
SOTANOPISO 1 86.13 208PISO 2 64.82 230.05PISO 3 109.69 197.84PISO 4 64.82 230.05PISO 5 60.71 231.53
AZOTEA 40.28 134.79TOTAL 426.45 1232.26
SOTANOPISO 1 152.13 200.1
PISO 2 118.25 241.68
PISO 3 164.06 191.98
PISO 4 118.25 230.05PISO 5 98.46 203.25
AZOTEA 77.92 154.14TOTAL 729.07 1221.2
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EXTERIORES
119.61119.61
90.7690.76 2041.03
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INSTALACIONES SANITARIAS
01.00.00 SISTEMA DE AGUA POTABLE UNIDAD METRADO01.00.01 SALIDA PARA AGUA FRIA CON TUBO PVC Ø1/2" PTO 557.0001.00.02 SALIDA PARA AGUA CALIENTE CON TUBO CPVC Ø3/4" PTO 279.0001.00.03 RED DE DISTRIBUCION TUB PVC Ø 1/2" ML. 1097.6501.00.04 RED DE DISTRIBUCION TUB PVC Ø 3/4" ML. 2193.1301.00.05 RED DE DISTRIBUCION TUB CPVC Ø 1/2" ML. 1085.5001.00.06 RED DE DISTRIBUCION TUB CPVC Ø 2 1/2" ML. 10.0001.00.07 RED DE DISTRIBUCION TUB CPVC Ø 1 1/2" ML. 25.70
VALVULAS Y LLAVES
01.00.07 VALVULAS DE COMPUERTA DE BRONCE DE 1/2" PZA 140.0001.00.08 VALVULAS DE COMPUERTA DE BRONCE DE 1/2" CPVC PZA 140.0001.00.09 VALVULAS GENERAL ESFERICA DE COMPUERTA 3/4" PZA 1.0001.00.10 VALVULAS MARIPOSA DE 1/2" PZA 138.0001.00.11 VALVULAS DE COMPUERTA DE BRONCE DE 3/4" PZA 69.0001.00.13 LLAVE DE RIEGO C/GRIFO DE 1/2" UND 16.00
02.00.00 SISTEMA DE DESAGUE
02.00.01 SALIDA DE DESAGUE 2" PTO 417.0002.00.02 SALIDA DE DESAGUE 4" PTO 140.0002.00.05 TUBERIA DE DESAGUE PVC 2" ML 805.5602.00.06 TUBERIA DE DESAGUE PVC 4" ML 856.9902.00.07 TUBERIA DE DESAGUE PVC 6" ML 9.80
02.00.00 SISTEMA DE AGUA CONTRAINCENDIO
02.00.01 TUBERIA DE AGUA PVC 1 1/2" ML 3.5302.00.02 TUBERIA DE AGUA PVC 4" Sh. 40 ML 84.1602.00.05 VALVULA SIAMESA 4"X2.1/2"X2.1/2" ML 1.0002.00.06 GABINETE ACI ML 10.0002.00.07 REDUCCIONES ML 2.0002.00.08 ACCESORIOS GLOBAL
02.00.00 SOMBRERO DE VENTILACION
02.00.03 SALIDA VENTILACION 2" PTO 12.0002.00.04 SALIDA VENTILACION 4" PTO 20.00
REGSITROS Y SUMIDEROS
03.00.02 SUMIDERO DE BRONCE 2" UND 111.0003.00.04 REGISTROS DE BRONCE DE 2" UND 70.0003.00.06 REGISTROS DE BRONCE DE 4" UND 139.00
REGISTROS DE BRONCE DE 6" UND 13.00
CAMARAS DE INSPECCION Y RETENCION
03.00.07 CAJA DE REGISTRO DE DESAGUE 12" X 24" UND 19.00
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DEPAS DUCHAS WATER LAVATORIOSLAVAT. COCINAPISO 1 13 26 26 26 13
GUARDIANIA 1 1 1 1 0OFICINA 1 0 1 1 0
PISO 2 14 28 28 28 14PISO 3 14 28 28 28 14PISO 4 14 28 28 28 14PISO 5 14 28 28 28 14
TOTAL DEPAS 69 139 140 140 69
SALIDAS BAÑOS2 139 140 140 69
139 0 140 0
MONTANTES
2 14 2.45 1 0.2 34.33 14 2.45 2 0.4 68.64 14 2.45 3 0.6 102.95 14 2.45 4 0.8 137.2
4 CANTIDAD TOTAL 2 CANTIDAD1 343 1 343 206.19 12 36.14 1 36.14 115 13 36.14 1 36.14 115 14 36.14 1 36.14 115 15 36.14 1 36.14 115 1
TV 4 20 15.9 318 12 15.9805.56
6 9.8
3/4 CANTIDAD TOTAL 1/2 CANTIDAD1 318.77 1 318.77 181.37 12 302.84 1 302.84 181.37 13 302.84 1 302.84 181.37 14 302.84 1 302.84 181.37 15 302.84 1 302.84 181.37 1
MONTANTE 20 15.9 318 12 15.91848.13
MONTANTES 3452193.13
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LAVADERO
1300
1414141469
69 5570 279
34.569
103.5138
345
TOTAL206.19
115115115115
190.8856.99
TOTAL181.37181.37181.37181.37181.37190.8
1097.65
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INSTALACIONES ELECTRICAS01.00.00 ALUMBRADO
01.01.00 SALIDA PARA CENTRO DE ALUMBRADO PTO 107.0001.02.00 SALIDA PARA ALUMBRADO EN PARED PTO 19.0001.03.00 SALIDA PARA INTERRUPTOR BIPOLAR SIMPLE PTO 25.0001.04.00 SALIDA PARA INTERRUPTOR BIPOLAR DOBLE PTO 64.0001.05.00 SALIDA PARA INTERRUPTOR CONMUTADOR PTO 48.0001.06.00 SALIDA DE TOMACORRIENTE BIPOLAR DOBLE C/TOMA A TIERRA PTO 174.0001.07.00 SALIDA PARA TELEFONO PTO 9.0001.08.00 SALIDA DE TOMACORRIENTE SIMPLE PTO 174.0001.09.00 SALIDA PARA ELECTROBOMBA PTO 1.0001.10.00 SALIDA PARA THERMA PTO 8.0001.11.00 CABLE NRO 14 ROLLO 2.0001.12.00 TUBERIA 3/4" UNIDAD 608.00
CAJAS
CAJA DE PASE 150 X 150 X 100 UNIDAD 11CAJA DE PASO 100x100x55 UND 5CAJA DE PASO 200x200x100MM UND 9
02.01.00 CAJA DE TELEFONO 100 X 40 mm. PZA 16.0002.03.00 CAJA DISTRIBUCION CABLE TV 100x55 mm. PZA 1003.01.00 CAJA DE DISTRIBUCION INTERCOMUNICADOR 100 X 40 mm. UND 1004.06.00 ARTEFACTOS DE ILUMINACION
05.00.00 SPOT DICROICO 50W UND 2.0005.01.00 LUMINARIA UND 94.0005.02.00 LUMINARIA RECTANGULAR 2x36W UND 13.0005.03.00 BRAQUETS UND 1605.04.00 COLOCACION DE ARTEFACTOS DE ILUMINACION UND 125.0005.05.00 TABLEROS
TABLERO GENERAL T.G. UND 1.00TABLERO DE DISTRIBUCION T.T UND 9.00
06.00.00
POZO CON PUESTA A TIERRA
POZO DE TIERRA PZA 1
AREA TOTAL5441.67
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CABLES55 ROLLOS LUMINARIAS55 ROLLOS TCORRIENTES
TUBOS
TECHO2177
108.8334 MURO 1633108.8334 3809
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0 179.6569 5.64 5.64 168.37691 179.6569 5.64 5.64 168.37692 188.275 5.605 5.605 177.0653 188.275 5.605 5.605 177.0654 188.275 5.605 5.605 177.065
AREA= 867.9488VECES= 17.358976
NRO 14ML. ROLLOS PRECIO
CABLE: 3471.7952 34.717952 90
TUBOS: TECHO TCORR 2.520 15
CABLE NRO 14TOTAL= 35 ROLLOSTOTAL= 3471.7952 ML.
1 ROLLO = 100 MTS. LUMINARIAS1 ROLLO = 100 MTS. TOMACORRIENTES
TUBO 3/4"
TECHO = 347.17952T.CORRIENTE= 260.38464
607.56416 TUBOS
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PRECIO 90 SOLES INC IGV POR ROLLOLUMINARIAS 110 ROLLOS X 75.63 SOLESTCORRIENTES
PRECIO POR METRO:
0.7563
11000 0.76
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POR CADA 100 METROS
PRECIO 2.10 SOLES SIN IGV POR TUBOLONGITUD DE TUBO 2.50 METROS
20 TUBOS POR CADA 50 METROS PARA TECHO15 TUBOS POR CADA 50 METROS PARA TOMA CORRIENTES
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ITEM UNIDAD PRECIO S/IGV
CEMENTO BLS 19.60 16.47
PIEDRA CHANCADA M3 50.00 42.02
AREA GRUESA M3 40.00 33.61
LADRILLO PANDERETA MILLAR 450.00 378.15
LADRILLO TECHO U 2.00 1.68
ALAMBRE 16 KG 4.50 3.78
FE 1/4 U 8.50 7.14
FE 3/8 U 17.60 14.79
FE 1/2 U 27.30 22.94
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707
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ACEROMURO D LONG CANTIDAD
A .3/8 2.61 290.00.1/2 2.73 362.25.3/8 74.85 24.00
B .1/2 3.56 52.25.3/4 3.71 46.44.3/8 10.45 26.00
C .3/8 1.99 48.40.1/2 2.11 48.40.3/8 12.1 18.00
ESCALERAMURO D LONG CANTIDAD
A .1/2 9 56.00ALAMBRE N° 16
CAMARA DESAGUEMURO D LONG CANTIDAD
A .3/8 2.61 290.00.1/2 2.73 362.25.3/8 74.85 24.00
B .1/2 3.56 52.25.3/4 3.71 46.44.3/8 10.45 26.00
C .3/8 1.99 48.40.1/2 2.11 48.40.3/8 12.1 18.00
ESCALERAESCALERA D LONG CANTIDADTRAMO 1 .1/2 10.7773 7.00
.1/2 1.28 36.00
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TRAMO 2 .1/2 13.1587 7.00.1/2 1.28 45.00
TRAMO 3 .1/2 14.0346 7.00.1/2 1.28 46.00
ALAMBRE N° 16
MUROSSECCION LONGITUD M3
MURO1 1.1144 16.1 17.94MURO2 1.4044 25.15 35.32
53.26
MURO DE CONTENCION
FE LONGITUD DIAMETRO CANTIDADMURO 1 17.6 1/2" 4
17.5 3/8" 26
MURO 2 26.65 1/2" 426.55 3/8" 26
ESTRIBOS
MURO 1 16.1 3/8" 64.84MURO 2 25.15 3/8" 100.6
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CONCRETO COLUMNASSECCION ALTURA CANTIDAD
C1 0.125 17.00 19C2 0.125 17.00 2C3 0.178 17.00 1C4 0.125 17.00 1C5 0.060 17.00 5C6 0.100 17.00 2C7 0.063 17.00 1C8 0.120 17.00 1
COLUMNAS
LONGITUD DIAMETRO CANTIDADC1
FE 17.5 5/8" 8ESTRIBOS 2.36 3/8" 70
C2FE 17.5 3/4" 8
ESTRIBOS 2.36 3/8" 70
C3FE 17.5 5/8" 12
ESTRIBOS 2.88 3/8" 70
C4FE 4.95 1/2" 8
ESTRIBOS 2.36 3/8" 19.8
C5FE 4.95 1/2" 6
ESTRIBOS 1 1/4" 19.8
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C6FE 4.95 1/2" 6
ESTRIBOS 1.24 1/4" 19.8
C7FE 17.5 5/8" 6
ESTRIBOS 0.94 3/8" 70
C8FE 2.55 1/2" 6
ESTRIBOS 1.34 3/8" 10.2
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TOTAL FACTOR KG756.90 0.56 423.86988.94 0.99 979.05
1796.40 0.56 1005.98186.01 0.99 184.15172.29 2.24 385.93271.70 0.56 152.1596.32 0.56 53.94
102.12 0.99 101.10217.80 0.56 121.97
3408.15
ML FACTOR KG504.00 0.99 498.96
12510.96
ESCALERA FE 14TOTAL FACTOR KG756.90 0.56 423.86 ALAMBRE 3988.94 0.99 979.05
1796.40 0.56 1005.98186.01 0.99 184.15 ESCALERA DE INGRESO172.29 2.24 385.93271.70 0.56 152.1596.32 0.56 53.94
102.12 0.99 101.10217.80 0.56 121.97
3408.15
ML VECES FACTOR KG75.44 1 0.99 74.6946.08 1 0.99 45.62
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92.11 4 0.99 91.1957.60 4 0.99 57.02
98.24 3 0.99 97.2658.88 3 0.99 58.29
15439.07
ENCOFRADO DE MUROSPERFIL LONGITUD M2
MURO1 6.85 16.1 110.29MURO2 6.85 25.15 172.28
282.56
ML. FACTOR KG70.40 0.99 69.70
455.00 0.56 254.80
106.6 0.99 105.53690.3 0.56 386.57 16.1 16.1
0.5 0.50.5 0.50.4 0.5
17.5 17.6
1043.92 0.56 584.602530.09 0.56 1416.85
2818.05
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M340.384.253.022.135.103.401.062.04
49.77
ML. FACTOR KG
140.00 1.56 218.40165.20 0.56 92.51
140.00 2.24 313.60165.20 0.56 92.51
210.00 1.56 327.60201.60 0.56 112.90
39.60 0.99 39.2046.73 0.56 26.17
29.70 0.99 29.4019.80 0.37 7.33
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29.70 0.99 29.4024.55 0.37 9.08
105.00 0.99 103.9565.80 0.56 36.85
15.30 0.99 15.1513.67 0.56 7.65
1461.71
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D CANTIDAD LONGITUD ML KG
1/2 4 9 504
4 84
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25.15 25.150.5 0.50.5 0.50.5 0.4
26.65 26.55
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INCLUIDO COLUMNAS:
MURO A MURA BAJO MURO ALTO
384.42 41.58 6.6 PISO1418.1 54.23 5.9 LONGITUD MUROS SIN COLUMNAS
802.52 95.81 12.5 910.83156.26
754.57
LONGITUD EN PLANTA
C1 17.25C2 3.75C3 78C4 0.45C5 3.00C6 9C7 3.31C8 14.10C9 0.70
C10 6.40C11 0.50C12 1C13 2.00C14 16.10C15 0.00C16 0.70
156.26
LONGITUD ALTURA TOTAL646.26 2.45 1583.3495.81 0.85 81.4412.50 1.80 22.50 AREA
1687.28 1.00 1,687.28542.98 2.45 1330.3095.81 0.85 81.4412.50 1.80 22.50
1434.24 4 5736.9587,424.23
AZOTEAPARAPETO 265.64 0.95 252.36DRYWALL 307 0.95 291.65
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DRYWALL PARAPETO
PERIMETRO PISO PERIMETRO
AZOTEA 307 1201.55 265.64
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CONCRETO COLUMNASSECCION ALTURA CANTIDAD
C1 0.113 17.15 23C2 0.113 17.15 5
LONGITUD MUROS SIN COLUMNAS C3 0.060 17.15 195C4 0.068 17.15 1C5 0.060 17.15 31C6 0.098 17.15 14C7 0.098 17.15 5C8 0.060 4.15 35
C9 0.105 4.15 1
C10 0.120 17.15 8
C11 0.075 4.15 1
C12 0.126 4.15 1
C13 0.129 4.15 2
C14 0.038 4.15 56
C16 0.080 4.15 1
AZOTEA
C15 0.0375 0.95 113
C5 0.0375 0.95 9
C2 0.0375 0.95 2
124
TOTAL:
156.26 2 2.4528.25 2 0.952.75 2 0.95
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1 5441.67 810 4,407,753
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ENCOFRADO COLUMNASM3 2 17.15 17.25 591.675
44.38 2 17.15 3.75 128.6259.65 2 17.15 78 2675.4
200.66 2 17.15 0.45 15.4351.16 2 17.15 3 102.9
31.90 2 17.15 9 308.723.41 2 17.15 3.31 113.5338.36 2 4.15 14.1 117.038.72 2 4.15 0.7 5.81
0.44 2 18.10 6.4 231.68
16.46 2 4.15 0.5 4.15
0.31 2 4.15 1 8.3
0.52 2 4.15 2 16.6
1.07 2 4.15 16.1 133.63
8.72 2 4.15 0.7 5.81
0.33 4459.278
356.07
2 28.25 0.95 53.675
4.03
0.32 4512.953
0.07
4.42
360.49
765.67453.675
5.225824.574 MUJROS CON COLUMNAS
384.42 418.1641.58 54.23
6.6 5.9432.6 478.29
910.89
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