Tabla de Datos Para Ms Project

TRABAJO PRESUPUESTADO

PARTIDA DESCRIPCION METRADO (1) UND INSUMO (3)

1.01 1.00

TOTAL (4)

1.02 1.00

TOPOGRAFO(S) día 180.0000

día 360.0000

NIVEL TOPOGRAFICO día 90.0000JALON TOPOGRAFICO día 90.0000MIRA TOPOGRAFICA día 360.0000

día 90.0000

TOTAL (4)

1.03 1.00

TOTAL (4)

2.01 106,006.27

OFICIAL hh 1.00 0.0533

PEON hh 3.00 0.1600

hm 2.00 0.1067

hm 1.00 0.0533

hm 1.00 0.0533

TOTAL (4)

2.02 39,589.31

PEON hh 3.00 0.0429

hm 1.00 0.0143

TOTAL (4)

2.03 84,421.06


hh 1.00 0.0200

RECURSO TIPO TRABAJO MO+EQ

CUADRILLA (2)

MOVILIZACION Y DESMOVILIZACION

TRAZO Y REPLANTEO

AYUDANTE(S) DE TOPOGRAFIA

TEODOLITO TOPOGRAFICO

INSTALACIONES PROVISIONALES

DEMOLICIONES VARIAS

MARTILLO NEUMATICO DE 29 kg

COMPRESORA NEUMATICA 250 - 330 PCM - 87 HP

CARGADOR S/LLANTA 125 HP, 2.50 yd3

CORTE EN MATERIAL SUELTO PARA PAVIMENTOS

EXCAVADORA SOBRE ORUGAS 115-165 HP

ELIMINACION DE EXCEDENTE D=20 km

CARGADOR SOBRE LLANTAS DE 125-135 HP 3 yd3

2.03 84,421.06

hm 5.00 0.1000

TOTAL (4)

3.01 98,024.03


PEON hh 5.00 0.0333

hm 1.00 0.0067

hm 1.00 0.0067

hm 0.50 0.0033

TOTAL (4)

3.02 98,024.03


PEON hh 5.00 0.0500

hm 1.00 0.0100

hm 1.00 0.0100

hm 0.50 0.0050

TOTAL (4)

3.03 98,024.03


PEON hh 5.00 0.0500

hm 1.00 0.0100

hm 1.00 0.0100

hm 0.50 0.0050

TOTAL (4)

3.04 98,024.03


PEON hh 3.00 0.0048

ELIMINACION DE EXCEDENTE D=20 km CAMION VOLQUETE DE

15 m3

CONFORMACION DE SUBRASANTE

MARTILLO NEUMATICO DE 29 kg

COMPRESORA NEUMATICA 250 - 330 PCM - 87 HP

CARGADOR S/LLANTA 125 HP, 2.50 yd3

SUB-BASE GRANULAR E=0.20 m

RODILLO LISO VIBRATORIO AUTOPROPULSADO 7- 9 ton

MOTONIVELADORA 125 HP

CAMION CISTERNA 2,000 Gl (AGUA)

BASE GRANULAR e=0.20 m




IMPRIMACION ASFALTICA

3.04 98,024.03

hm 1.00 0.0016

hm 1.00 0.0016

hm 1.00 0.0016

TOTAL (4)

3.05 98,024.03

OPERARIO hh 1.00 0.0040


PEON hh 10.00 0.0400

hm 1.00 0.0040

hm 1.00 0.0040

hm 1.00 0.0040

TOTAL (4)

4.01 4,600.97PEON hh 10.00 2.6667

TOTAL (4)

4.02 5,172.30


hm 1.00 0.0200

hm 5.00 0.1000

TOTAL (4)

4.03 26,524.57


PEON hh 5.00 0.0333

hm 1.00 0.0067

hm 1.00 0.0067

hm 0.50 0.0033

TOTAL (4)

IMPRIMACION ASFALTICA

TRACTOR DE TIRO DE 63 HP

CAMION IMPRIMADOR 6X2 178-210 HP 1,800 gl

BARREDORA MECANICA 10-20 HP 7 P.LONG.

CARPETA ASFALTICA EN CALIENTE E=4cm

TRACTOR DE TIRO DE 63 HP

CAMION IMPRIMADOR 6X2 178-210 HP 1,800 gl

BARREDORA MECANICA 10-20 HP 7 P.LONG.

EXCAVACION EN MATERIAL SUELTO PARA VEREDAS Y SARDINELES

ELIMINACION DE EXCEDENTE D=20 km

CARGADOR SOBRE LLANTAS DE 125-135 HP 3 yd3

CAMION VOLQUETE DE 15 m3

CONFORMACION DE SUBRASANTE




4.04 26,524.57


PEON hh 6.00 0.1920

hm 1.00 0.0320

hm 1.00 0.0320

hm 0.20 0.0064

TOTAL (4)

4.05 26,524.57



PEON hh 4.00 0.3200

TOTAL (4)

5.01 4,474.12


PEON hh 2.00 0.4571

TOTAL (4)

5.02 49.76TOTAL (4)

5.03 60.00

TOTAL (4)

JORNAL 8.00 HORAS

LOS PRESUPUESTOS CONDICIONAN A UNA CANTIDAD FIJA DE TRABAJO ASIGNADA A CADA PARTIDA PARA SU EJECUCION

BASE PARA VEREDAS e=0.10m




VEREDA DE CONCRETO f'c=210 kg/cm2, e=4"

PINTURA ZONAL, DE SIMBOLOS Y LETRAS

PANELES IMFORMATIVOS

SEÑAL OCTOG. PREVENTIVA 75cmx75cm

TIPO TRABAJO FIJO: LA COLUMNA (4) ES LA CANTIDAD TOTAL DE RECURSO PRODUCTO DE LOS DATOS METRADO (PRESUPUESTO) E INSUMO (ANALISIS DE PRECIOS UNITARIOS) Y CONSTITUYE UN DATO FIJO

TRABAJO PRESUPUESTADO

PU (5) TOTAL (6)=(4)X(5) UND INSUMO (3)

0.00 0.00 0.00 vje 6.0000

0.00 0.00 0.00 vje 6.0000

0.00 0.00180.00 69.60 12,528.00

360.00 62.40 22,464.00

90.00 45.00 4,050.0090.00 6.50 585.00

360.00 8.50 3,060.00

90.00 70.00 6,300.00

1,170.00 48,987.00

0.00 0.00 0.00 vje 24.0000

0.00 0.00

5,650.13 10.15 57,348.86 %mo 0.0500

16,961.00 9.10 154,345.13

11,310.87 21.50 243,183.68

5,650.13 50.50 285,331.78

5,650.13 150.00 847,520.13

45,222.27 1,587,729.58

1,698.38 9.10 15,455.27 %mo 0.0500

566.13 270.00 152,854.33

2,264.51 168,309.601,688.42 10.15 17,137.48

1,688.42 150.00 253,263.18

CANTIDAD TOTAL (4)=(1)X(3)

RECURSO TIPO MATERIAL Y COSTO

FLETE TERRESTRE EN PLATAFORMA (IDA)

FLETE TERRESTRE EN PLATAFORMA (VUELTA)

SERVICIO DE ALQUILER DE CONTEINER

HERRAMIENTAS MANUALES


8,442.11 130.00 1,097,473.78

11,818.95 1,367,874.44

656.76 10.15 6,666.12 %mo 0.0500

3,264.20 9.10 29,704.22

656.76 115.50 75,855.90

656.76 145.00 95,230.35

323.48 110.00 35,582.72

5,557.96 243,039.31

980.24 10.15 9,949.44 %mo 0.0500

4,901.20 9.10 44,600.93 m3 0.2500

980.24 115.50 113,217.75

980.24 145.00 142,134.84

490.12 110.00 53,913.22

8,332.04 363,816.19

980.24 10.15 9,949.44 %mo 0.0500

4,901.20 9.10 44,600.93 m3 0.2500

980.24 115.50 113,217.75

980.24 145.00 142,134.84

490.12 110.00 53,913.22

8,332.04 363,816.19

156.84 10.15 1,591.91 %mo 0.0500

470.52 9.10 4,281.69 KEROSENE INDUSTRIAL gal 0.0650



MATERIAL GRANULAR PARA SUB-BASE


MATERIAL GRANULAR PARA BASE


156.84 54.00 8,469.28 ASFALTO RC-250 gal 0.2600

156.84 126.00 19,761.64

156.84 57.50 9,018.21

1,097.87 43,122.73

392.10 11.25 4,411.08 %mo 0.0500

1,176.29 10.15 11,939.33 MEZCLA ASFALTICA m3 0.0500

3,920.96 9.10 35,680.75 m3 0.0500

392.10 125.00 49,012.02

392.10 125.00 49,012.02

392.10 130.00 50,972.50

6,665.63 201,027.68

12,269.41 9.10 111,651.60 %mo 0.0500

12,269.41 111,651.60103.45 10.15 1,049.98

103.45 150.00 15,516.90

517.23 130.00 67,239.90

724.12 83,806.78

177.71 10.15 1,803.80 %mo 0.0500

883.27 9.10 8,037.74

177.71 115.50 20,526.04

177.71 145.00 25,768.62

87.53 110.00 9,628.42

1,503.94 65,764.62


TRANSPORTE DE MEZCLA ASFALTICA



848.79 10.15 8,615.18 %mo 0.0550

5,092.72 9.10 46,343.73 m3 0.1250

848.79 30.00 25,463.59

848.79 43.50 36,922.20

169.76 110.00 18,673.30

7,808.83 136,017.99

8,487.86 11.25 95,488.45 %mo 0.0500

4,243.93 10.15 43,075.90 kg 0.0550

8,487.86 9.10 77,239.55 m3 0.1050

ADITIVO CURADOR gal 0.0550MADERA TORNILLO p2 0.2500

21,219.66 215,803.90

2,045.12 11.25 23,007.60 %mo 0.0500

2,045.12 9.10 18,610.59 PINTURA DE TRANSITO gal 0.1500

0.00 DISOLVENTE XILOL gal 0.03004,090.24 41,618.20

0.00 0.00 m2 1.0000

0.00 0.00

0.00 0.00 und 1.0000

0.00 0.00

LOS PRESUPUESTOS CONDICIONAN A UNA CANTIDAD FIJA DE TRABAJO ASIGNADA A CADA PARTIDA PARA SU EJECUCION


MATERIAL GRANULAR PARA BASE


CLAVOS PARA MADERA CON CABEZA

CONCRETO PREMEZCLADO F'C=210 kg/cm2


SERVICIO FAB. E INST. SEÑAL INFORMATIVA

SERVICIO FAB. E INST. SEÑAL OCTOG. PREVENTIVA

: LA COLUMNA (4) ES LA CANTIDAD TOTAL DE RECURSO PRODUCTO DE LOS DATOS METRADO (PRESUPUESTO) E INSUMO (ANALISIS DE PRECIOS UNITARIOS) Y CONSTITUYE UN DATO FIJO

TRABAJO PRESUPUESTADO TRABAJO PLANIFICADO

PU (5) TOTAL (6)=(4)X(5)

6.00 1,800.00 10,800.00 0.00 8.00

6.00 1,800.00 10,800.00 0.00 8.00

12.00 21,600.00 TOTAL (10)0.00 8.00

0.00 8.00

0.00 8.000.00 8.000.00 8.00

0.00 8.00

TOTAL (10)

24.00 1,350.00 32,400.00 0.00 8.00

24.00 32,400.00 TOTAL (10)

5,300.31 2.00 10,600.63 0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

5,300.31 10,600.63 TOTAL (10)

1,979.47 0.39 771.99 0.00 8.00

0.00 8.00

1,979.47 771.99 TOTAL (10)0.00 8.00

0.00 8.00

CANTIDAD TOTAL (4)=(1)X(3)

N° CUADRILLAS (7)

TOTAL RECURSO (8)=(7)X(2)

JORNAL DIA (9)

0.00 8.00

0.00 0.00 TOTAL (10)

4,901.20 0.37 1,813.44 0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

4,901.20 1,813.44 TOTAL (10)

4,901.20 0.56 2,744.67 2.00 2.00 8.00

24,506.01 38.00 931,228.29 2.00 10.00 8.00

2.00 2.00 8.00

2.00 2.00 8.00

2.00 1.00 8.00

29,407.21 933,972.96 TOTAL (10)

4,901.20 0.56 2,744.67 0.00 8.00

24,506.01 42.00 1,029,252.32 0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

29,407.21 1,031,996.99 TOTAL (10)

4,901.20 0.06 294.07 0.00 8.00

6,371.56 6.50 41,415.15 0.00 8.00

25,486.25 5.00 127,431.24 0.00 8.00

0.00 8.00

0.00 8.00

36,759.01 169,140.46 TOTAL (10)

4,901.20 0.53 2,597.64 0.00 8.00

4,901.20 260.00 1,274,312.39 0.00 8.00

4,901.20 35.00 171,542.05 0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

14,703.60 1,448,452.08 TOTAL (10)

230.05 24.27 5,583.28 0.00 8.00

230.05 5,583.28 TOTAL (10)0.00 0.00 0.00 8.00

0.00 0.00 0.00 8.00

0.00 8.00

0.00 0.00 TOTAL (10)

1,326.23 0.37 490.70 0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

1,326.23 490.70 TOTAL (10)

1,458.85 2.07 3,019.82 0.00 8.00

3,315.57 42.00 139,253.99 0.00 8.00

0.00 8.00

0.00 8.00

0.00 8.00

4,774.42 142,273.81 TOTAL (10)

1,326.23 8.13 10,782.24 0.00 8.00

1,458.85 3.00 4,376.55 0.00 8.00

2,785.08 280.00 779,822.36 0.00 8.00

1,458.85 19.50 28,447.60 0.00 8.006,631.14 3.00 19,893.43 0.00 8.00

13,660.15 843,322.18 TOTAL (10)

223.71 9.30 2,080.47 0.00 8.00

671.12 80.00 53,689.44 0.00 8.00

134.22 25.00 3,355.59 0.00 8.001,029.05 59,125.50 TOTAL (10)

49.76 515.00 25,626.40 0.00 8.00

49.76 25,626.40 TOTAL (10)

60.00 455.00 27,300.00 0.00 8.00

60.00 27,300.00 TOTAL (10)

TRABAJO PLANIFICADO

0.00

0.00

0.00 #DIV/0!0.00

0.00

0.000.000.00

0.00

0.00 #DIV/0!

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00 #DIV/0!0.00

0.00

TRABAJO DIA (10)=(8)X(9)

DURACION (11)=(4)/(10)

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

16.00

80.00

16.00

16.00

8.00

136.00 61.27

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00 #DIV/0!0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.00

0.00

0.00 #DIV/0!

0.00

0.00

0.00

0.000.000.00 #DIV/0!

0.00

0.00

0.000.00 #DIV/0!

0.00

0.00 #DIV/0!

0.00

0.00 #DIV/0!

Tabla de Datos Para Ms Project

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