trabajo final de costos - moises

7/26/2019 Trabajo Final de Costos - Moises

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AO DE LA INVERSIN PARA EL DESARROLLO RURAL Y LA SEGURIDAD ALIMENTARIA

ESCUELA PROFESIONAL DE INGENIERIA CIVIL

CURSO : COSTOS Y PRESUPUESTOS

TEMA : EXPEDIENTE TCNICO DE UN VIDEO PUB

DOCENTE : ING. EMILIO INJANTE LIMA

ALUMNO : EDINSON MOISES MORALES

ICA-PER

!"#


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INDICE

1. MEMORIA DESCRIPTIVA

2. HOJA DE METRADOS

3. PRESUPUESTO

4. PRECIOS

5. ANALISIS DE COSTOS UNITARIOS

INSTALACIONES SANITARIAS (DESAGUE) INSTALACIONES SANITARIAS (AGUA)

INSTALACIONES ELCTRICAS

ACABADOS

6. MANO DE OBRA

7. MATERIALES

. INDICE UNI!ICADO

". CUADRO DE RESUMEN

1. MEMORIA DESCRIPTIVA


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A. REFERENCIA: VIDEO PUB

PROPIETARIO: EDINSON MOISES MORALES

UBICACIN: HUACACHINA

FECHA: ICA, JULIO 2013

B. TERRENO

LINDEROS Y MEDIDAS PERIMTRICAS:

Por el re!"e #o! l$ #$lle %&!'''''''((''(''''''''''''''''''''''''((''((( )(*0 +l

Por l$ Dere#$ e!"r$!-o #o! .ro./e-$- -e "er#ero%''''''(('''''''''''''''''''('()(0 +l

Por l$ I/er-$ e!"r$!-o #o! .ro./e-$- -e "er#ero%'''''''''''''''''''''''(''' )(0 +l

Por el o!-o #o! .ro./e-$- -e "er#ero%''''''''''''''''''''''''''(''''''()(*0 +l

C( PER4METRO:

El Terre!o "/e!e ! .er5+e"ro -e((((((((((( (((((((((((((((( ((((((((((((((((( ((((((((((((((((( ((((((((((((((((( ((((((((((((((( (((((((((((((((((( ((((((((((((((((( ((((30(*0 +l(

D. REA DEL TERRENO:

L$% +e-/-$% .er/+6"r/#$% e!#/err$! ! 7re$ -e(((((((((((( ((((((((((((((((( ((((((((((((((((( ((((((((((((((((( (((((((((((((((( ((((((((((((((((( (((((((((( 8(11 +2

E. DESCRIPCION:


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Ce!"$ #o! lo% %/9/e!"e% $+/e!"e%:

Pr/+er P/%o

H$ll -e /!9re%o, %$l;! -e V/-eo P, B$rr$ -e "r$9o% < $=o%(

. $OJA DE METRADOS


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HOJA DE METRADOS

AR#UITECTURA

PRO$ECTO % VIDEO PUB

!ECHA % JULIO 2&13

PARTIDADESCRIPCI'N

N DE MEDIDASPARCIAL TOTAL UNIDAD

NVECE

S LONGITUDANCH

O ALTURA

02 .0 0. 00 RE VOQ UES ENL UCI DO S

02.01 .00 TARRAJEO DE MURO INTERIOR 56.&3 m2

Eje A-A 1.00 9.50 2.70 25.65

Eje A-A (V1) -2.00 2.20 1.80 -7.92

Eje A-A (M1) -1.00 2.20 2.30 -5.06

Eje 1-1 1.00 4.00 2.70 10.80

Eje 2-2 1.00 4.00 2.70 10.80

Eje B-B 1.00 9.50 2.70 25.65

Eje B-B (P3) -1.00 0.80 2.10 -1.68

Eje B-B (V2) -2.00 1.70 0.65 -2.21

Eje B-B

02 .0 2. 00 TARRA JEO DE CI EL O RA SO 41.51 m2

Tarrajeo de cielo rao e! alo! 1.00 4.00 9.50 38.00

Tarrajeo de cielo rao e! "a#o 1.00 3.05 1.15 3.51

02.04.00 TARRAJEO DE VANOS 43.3& ml Ve!$a!a 1 2.00 8.00 16.00

%e!$a!a 2 2.00 4.70 9.40

%e!$a!a 3 1.00 3.10 3.10

Ma&'ara 1 1.00 9.00 9.00

Per$a 3 1.00 5.80 5.80


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02.05 .00 TARRAJEO DE MURO INTERIOR (BAO) 21.23 m2

Eje 1-1 1.00 1.30 2.70 3.51

Eje - 1.00 3.05 2.70 8.24

Eje 1*-1* 1.00 1.30 2.70 3.51

Eje 1*-1* (V-3) -1.00 0.90 0.65 -0.59

Eje B-B 1.00 3.05 2.70 8.24

Eje B-B (P-3) -1.00 0.80 2.10 -1.68

03.00.00 ZOCALOS

Per+&e$ro 2&.52 m2

03.01 .00 ZOCALOS EN BAO DE CERAMICA 1.00 7.60 2.70 20.52

03.02 .00 CONTRAZOCALOS EN SALON ( h = .10 ) 24.6& ml

1.00 24.60 1.00 24.60

04.00.00 PISOS DE CERAMICA

41.51 m2

04.01.00 P, /E EAM,A E A 1.00 4.00 9.50 38.0004.02.00 P, /E EAM,A E BA 1.00 3.05 1.15 3.51

05.00.00 PINTURAS

05 .0 1. 00 PI NT URA DE MURO INT ERI OR 56.&3 m2

Eje A-A 1.00 9.50 2.70 25.65

Eje A-A (V1) -2.00 2.20 1.80 -7.92

Eje A-A (M1) -1.00 2.20 2.30 -5.06

Eje 1-1 1.00 4.00 2.70 10.80

Eje 2-2 1.00 4.00 2.70 10.80

Eje B-B 1.00 9.50 2.70 25.65

Eje B-B (P3) -1.00 0.80 2.10 -1.68

Eje B-B (V2) -2.00 1.70 0.65 -2.21

05 .0 2. 00 PI NT URA DE C IE LO R AS O 41.51 m2

05.02.01 Pi!$ra de cielo rao e! alo! 1.00 4.00 9.50 38.00

05.02.02 Pi!$ra de cielo rao e! "a#o 1.00 3.05 1.15 3.51


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06 .0 0. 00 CA RPI NT ER IA DE MA DERA

0 .0 1. 00 VE NTAN A (2 .20 ! 1. "0 ) 2.00 1.00 1.00 2.&& Und

0 .0 2. 00 VE NTAN A (1 .#0 ! 0. 5 ) 2.00 1.00 1.00 2.&& Und

0.03 .00 VENTANA PIVOT (0.$0 ! 0 .5 ) 1.00 1.00 1.00 1.&& Und

0.04.00 PUERTA CONTRAPLACADA ( 0."0 ! 2.10 ) 1.00 3.00 1.00 1.&& Und

07.00.00 VIDRIOS

0#.01.00 VIDRIOS TENPLADO DE %% (PRICIPAL) 1.00 1.00 1.00 1.00 1.&& Und

3. PRESUPUESTO


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PRESUPUESTO DE OBRAPROYECTO : VIDEO PUBPROPIETARIO : MOISES MORALES EDINSON UBICACIN :FECHA : ICA, JULIO DEL 2013

PART. DESCRIPCION METRADO COSTOS TOTALNo UND. TOTAL P. UNIT. PARCIAL

1.00 REVOQUES

1.01 Tarrajeo de muros m2 77.26 21.82 1,!".!1

1.02 Tarrajeo de cielo raso en salon m2 38.00 22.80 !.#0

1.03 Tarrajeo de cielo raso en bao m2 3.51 23.80 !3."#

1.04 Tarrajeo de vanos ml 43.30 21.88 $#%.## 3,"!3.1$

1.00 &OCALOS Y CONTRA&OCALOS

3.01 Contrazocalo ceramica 10 cm ml 24.60 24.00 "$0.#0

3.02 ocalo de ceramica b lanco en bao

!" # 2.70 m $ m2 20.52 70.00 1,#3.#0 2,02.!0

3.00 PISOS 4.01 %iso de ceramica en salon & bao m2 41.51 80.00 3,320.!0 3,320.!0

#.00 PINTURAS

4.01 %intura de muros interiores & e'teriores. m2 56.03 12.50 %00.3! %00.3!

4.02 %intura de cielo raso m2 41.51

".00 CARPINTERIA DE MADERA

6.01 (entana (1 )nd 2.00 700.00 1,#00.00

6.02 (entana (2 )nd 2.00 600.00 1,200.00

6.03 (entana (3 )nd 1.00 300.00 300.00

6.04 %uerta %3 )nd 1.00 385.00 3!".00 3,2!".00

.00 VIDRIOS

(idrio tem*lado *rinci*al )nd 1.00 1+600.00 1,00.00 1,00.00

%.00 INSTALACIONES SANITARIAS 'PAVCOVINDUIT(

7.01 ,alida de desa-e /# 4 *tos 1.00 57.60 "%.0

7.02 ,alida de desa-e /# 2 *tos 5.00 4.32 2#.2

7.03 e-istro de /# 4 )nd. 2.00 110.65 221.31

7.04 e-istro de /# 2 )nd. 1.00 82.40 !2.#0

7.05 ed de desa-e de %(C /# 4 ml .06 1.2 1%#.!0


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7.06 ed de desa-e de %(C /# 2 ml 7.02 16.2 11!.%

7.07 ,ubida de ventilacion %(C /# 2 *tos 1.00 37.02 3%.02

7.08 ,alida de a-ua ra / 12 *tos 4.00 61.18 2##.%0

7.0 ed de a-ua ra /# 12 ml 17.25 16.87 2$0.$3

7.10 (lvula de com*uerta de 12 )nd 2.00 72.00 1##.00

7.11 Caja de re-istro de 12' 24 )nd 2.00 124.02 2#!.0# 1,!.1$

!.00 APARATOS SANITARIOS Y ACCESORIOS

8.01 nodoro one *iece ! vestidores 9 trebol $ %za. 1.00 620.00 20.00

8.02 :avatorio ti*o ovalin blanco o color ! trebol$ %za. 1.00 185.00 1!".00

8.03 Cao de lavatorio ! (;


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SOLES

CAPATAZ hh. 18.05

OPERARIO hh. 16.08

OFICIAL hh. 13.79

PEON hh. 12.43

INSTALACIONES SANITARIAS UND.

COSTO

SOLES

DESAGUE

PEGAMENTO PARA TUBERIA Gln. 140.00

CINTA TEFLON Und. 1.00

TUBERIA

TUBERIA PVC SAL 6'' x 5m ml. 24.00

TUBERIA PVC SAL 4'' X 3m ml. 7.40

TUBERIA PVC SAL 3'' X3m ml. 5.50

TUBERIA PVC SAL 2'' x 3m. ml. 3.30

TUBERIA PVC SAL 1 1/2'' x 3m. ml. 7.20

CODOS

CODO PVC SAL 6''x90 Und. 44.69CODO PVC SAL 4''x90 Und. 3.50

CODO PVC SAL 3''x90 Und. 3.90

CODO PVC SAL 2 1/2''x90 Und. 3.50


CODO PVC SAL 1 1/2 x 90 Und. 1.10


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CODO PVC SAL 2 1/2''x45 Und. 3.50

CODO PVC SAL 2''x45 Und. 1.60CODO PVC SAL 1 1/2 x 45 Und. 2.00

TEE

TEE PVC SAL 6''x90 Und. 41.47




TEE DE 4'' A 2'' Und. 3.90

TEE DE 6'' A 3'' Und. 5.95

TEE DE 6'' A 4'' Und. 24.96

YEE

YEE PVC SAL 6'' Und. 45.32



YEE PVC SAL 2'' Und. 1.80YEE DE 6'' A 3'' Und. 16.00

YEE DE 4'' A 2'' Und. 5.40


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REGISTRO

REGISTRO CROMADO 6'' Und. 60.00

REGISTRO DE BRONCE CROMADO 4'' Und. 59.65



SUMIDERO

REJILLA CROMADA 6'' Und. 60.00




AGUA

TUBERIA PVC SAP C-10

TUBERIA PVC SAP C-10 C/R 6'' x 5m ml. 36.00



TUBERIA PVC SAP C-10 C/R 2 1/2'' x

5m ml. 22.00


TUBERIA PVC SAP C-10 C/R 1 1/2'' x5m ml. 10.50


TUBERIA PVC SAP C-10 C/R 3/4'' x 5m ml. 3.00

TUBERIA PVC SAP C-10 C/R 1/2'' x 5m ml. 2.60


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UNIONES

UNION FG SAP PRESION 3/4'' Und. 7.00

UNION FG SAP PRESION 1/2'' Und. 6.50

UNION PVC SAP PRESION 2 1/2'' Und. 10.80

UNION PVC SAP PRESION 6'' Und. 69.24



UNION PVC SAP PRESION 2 1/2'' Und. 5.82

UNION PVC SAP PRESION 2'' Und. 5.10UNION PVC SAP PRESION1 1/2'' Und. 3.02


UNION PVC SAP PRESION 3/4'' Und. 1.12

UNION PVC SAP PRESION 1/2'' Und. 0.70

CODOS

CODO PVC SAP P/AGUA CR 6'' x 90 Und. 90.01



CODO PVC SAP P/AGUA CR 3'' x 90 Und. 13.91CODO PVC SAP P/AGUA CR 2 1/2'' x 90 Und. 13.86

CODO PVC SAP P/AGUA CR 2 1/2'' x 45 Und. 8.06


CODO PVC SAP P/AGUA CR 1 1/2'' x 90 Und. 5.33


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CODO PVC SAP P/AGUA CR 3/4'' x 90 Und. 1.04



CODO FG SAP P/AGUA CR 3/4'' x 90 Und. 0.99

CODO FG SAP P/AGUA CR 1/2'' x 90 Und. 0.94

TEE

TEE PVC SAP P/AGUA CR 6'' x 90 Und. 120.00



TEE PVC SAP P/AGUA CR 2 1/2'' x 90 Und. 15.24


TEE PVC SAP P/AGUA CR 1 1/4'' x 90 Und. 7.93


TEE PVC SAP P/AGUA CR 3/4'' x 90 Und. 1.95

TEE PVC SAP P/AGUA CR 1/2'' x 90 Und. 1.30

TEE FG SAP P/AGUA CR 3/4'' x 90 Und. 1.80

TEE FG SAP P/AGUA CR 1/2'' x 90 Und. 1.20

UNION UNIVERSAL

UNION UNIVERSAL PVC 6'' Und.



UNION UNIVERSAL PVC 2 1/2'' Und. 22.30UNION UNIVERSAL PVC 2'' Und. 39.90

UNION UNIVERSAL PVC 1 1/2'' Und. 22.30

UNION UNIVERSAL PVC 1'' Und. 6.97

UNION UNIVERSAL PVC 3/4'' Und. 5.91


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UNION UNIVERSAL PVC 1/2'' Und. 3.58

NIPLES

NIPLE FG DE 1 1/2'' x 6'' Und.



NIPLE FG DE 1 1/2'' x 2 1/2'' Und.


NIPLE FG DE 1 1/2'' x 1 1/2'' Und.


NIPLE FG DE 1 1/2'' x 3/4'' Und.

NIPLE FG DE 1 1/2'' x 1/2'' Und.

VALVULAS

LLAVE DE BOLA 6'' Und.



LLAVE DE BOLA 2 1/2'' Und.


LLAVE DE BOLA 1 1/2'' Und.

LLAVE DE BOLA 1'' Und. 45.00

LLAVE DE BOLA 3/4'' Und. 38.00

LLAVE DE BOLA 1/2'' Und. 32.00

REDUCCIONES

REDUCCION DE 6'' A 4'' SAP Und. 18.90

REDUCCION DE 1''A 1/2'' SAP Und. 1.14


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REDUCCION DE 1''A 3/4'' SAP Und. 1.30



REDUCCION DE 3'' A 2 1/2'' SAP Und.

REDUCCION DE 3'' A 1 1/2'' SAP Und.

REDUCCION DE 3'' A 2'' SAP Und. 2.50REDUCCION DE 2 1/2'' A 1'' SAP Und.

REDUCCION DE 2'' A 1 1/2'' SAP Und. 2.50

REDUCCION DE 2 1/2'' A 2'' SAP Und.

REDUCCION DE 1 1/2'' A 1'' SAP Und.

REDUCCION DE 3/4'' A 1/2'' SAP Und. 0.40

APARATOS SANITARIOS UND.

COSTO

SOLES

DUCHA SOLO BRAZO CROMADO Und. 48.00

LLAVE DE DUCHA CIM Und. 32.00

GRIFO CROMADO 1/2'' Und. 62.00

INODORO TANQUE BAJO BLANCO Und. 170.00

LAVADERO ACERO INX. 2 POZAS Und. 850.00

LAVATORIO TIPO MALIBU Und. 180.00

LAVATORIO TIPO OVALIN Und. 180.00

LAVATORIO BLANCO Und. 170.00

CAO VAINSA CROMADO Und. 180.00

REGADERA Und. 30.00TOALLERA Und. 48.00

PAPELERA Und. 42.00

JABONERA Und. 42.00

LAVADERO DE ACERO INOXIDABLE Und. 750.00


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INSTALACIONES ELECTRICAS UND.

COSTO

SOLES

TUBERIA PVC SEL 1 1/2'' ml. 6.21

TUBERIA PVC SEL 1'' ml. 6.90

TUBERIA PVC SEL 3/4'' x 3m Und. 1.97

CURVAS PVC SEL 1/2'' Und. 1.20

CURVAS PVC SEL 1'' Und. 1.80

CURVAS PVC SEL 3/4'' Und. 1.50

CABLE TW 14 AWG 2.5 mm2 ml. 0.78

INTERRUPTOR SIMPLE BIPOLAR Und. 12.00

TOMACORRIENTE DOBLE Und. 12.00

CAJA RECTANGULAR PVC 4x2x1/8'' Und. 1.20CAJA OCTOGONAL PVC 4x2x1/8'' Und. 1.20

CAJA CUADRADA DE

10''x10''x10cmx1/8'' Und. 12.00

TABLERO THERMOMAGNETICO Und. 350.00

CINTA AISLANTE ELECTRICO Und. 3.00


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%. ANALISIS DE COSTOS

ANLISIS DE COSTOS

INSTALACIONES SANITARIAS

SALIDA DE DESA)UE DE #

ITEM R-/: PTO+DIA A. #.00 "%.0

U/ C/44 C5// P-6o S+. P64 S+.

Mo /- O7

0147010001 C;%;T; "" 0.10 0.2000 18.05 0.360147010002 %=; "" 1.00 2.0000 16.08 32.160147010003 %=< "" 0.50 1.0000 12.43 6.22 3!.%#

M5-4-8

0272010001 %=D;A=


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0147010003 %=< "" 0.50 1.0000 12.43 6.22 3!.%#

M5-4-8

0272010001 %=D;A=


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RE)ISTRO DE 2

ITEM R-/: 5o+DIA A. #.00 !2.#0

U/ C/44 C5// P-6o S+. P64 S+.

Mo /- O7

0147010001 C;%;T; "" 0.10 0.2000 18.05 3.610147010002 %=; "" 1.00 2.0000 16.08 32.160147010003 %=< "" 0.25 0.5000 12.43 6.22 #1.$$

M5-4-8

0272010001 %=D;A=


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0337010001 H=;A=


22/42

0272030002 CE %(C ,;: 2 F 0G *za 2.0000 1.00 2.00 12.#

E9o8

0337010001 H=;A=


23/42

E9o8 033701000

1 H=;A=


24/42

SALIDAS PARA CENTROS DE LU& ITEM R-/: P5o+DIA A. !.00 %".%%

U/ C/44 C5// P-6o S+. P64 S+.

Mo /- O7 014701000

1 C;%;T; "" 0.10 0.1000 18.05 1.81014701000

2 %=; "" 1.00 1.0000 16.08 16.08014701000

3 %=< "" 1.00 1.0000 12.43 12.43 30.32

M5-4-8 020701000

1 C;B:= TJ 14 ;JD 2.5 AA2 m 16.0000 0.78 12.48027206000

1


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SALIDAS PARA TOMACORRIENTES DOBLES ITEM R-/: P5o+DIA A. !.00 %1.2#

U/ C/44 C5// P-6o S+. P64 S+.

Mo /- O7 014701000

1 C;%;T; "" 0.10 0.1000 18.05 1.81014701000

2 %=; "" 1.00 1.0000 16.08 16.08014701000

3 %=< "" 1.00 1.0000 12.43 12.43 30.32

M5-4-8 020701000

1 C;B:= TJ 14 ;JD 2.5 AA2 m 16.0000 0.78 12.48027206000

4 TA;C=


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U/ C/44 C5// P-6o S+. P64 S+.Mo /- O7

0147010001 C;%;T; "" 0.10 0.1333 18.05 2.41

0147010002 %=; "" 1.00 1.3333 16.08 21.44

0147010003 %=< "" 1.00 1.3333 12.43 16.57 #0.#2

M5-4-8 027209000

1 T)B=; E= 1 %(C ,=: m 1.5000 6.0 10.35027209000

2 C)(;, 1 %(C ,=: u 3.0000 1.80 5.40027208000

1 T)B=; E= 34 %(C ,=: m 1.5000 1.7 2.6027208000

2 C)(;, 34 %(C ,=: u 2.0000 1.50 3.00027210000

1 T;B:= TH=AA;D


27/42

M5-4-8 020701000

1 C;B:= TJ 14 ;JD 2.5 AA2 m 16.0000 0.78 12.48027210000

2 ::;(= TH=AA;D


28/42

E9o8 033701000

1 H=;A=


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Mo /- O7 014701000

1 C;%;T; "" 0.10 0.0533 18.05 0.6014701000

2 %=; "" 1.00 0.5333 16.08 8.58014701000

3 %=< "" 0.50 0.2667 12.43 3.31 12.!"M5-4-8

0202010001 C:;(, %;; A;E=; C< C;B=; E= 3 L- 0.0200 4.20 0.08

0204010001 ;=


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0147010001 C;%;T; "" 0.10 0.2000 18.05 3.61

0147010001 C;%;T; "" 0.10 0.0533 18.05 0.6

0147010001 C;%;T; "" 0.10 0.0533 18.05 0.6

0147010001 C;%;T; "" 0.10 0.1333 18.05 2.41014701000

1 C;%;T; "" 0.10 0.1600 18.05 2.8014701000

1 C;%;T; "" 0.10 0.0444 18.05 0.80014701000

1 C;%;T; "" 0.10 0.1000 18.05 1.81014701000

1 C;%;T; "" 0.10 0.1000 18.05 1.81014701000

1 C;%;T; "" 0.10 0.1333 18.05 2.41014701000

1 C;%;T; "" 0.10 0.1000 18.05 1.81014701000

1 C;%;T; "" 0.10 0.0667 18.05 1.20014701000

1 C;%;T; "" 0.10 0.0400 18.05 0.72014701000

1 C;%;T; "" 0.10 0.0533 18.05 0.6 26.67

014701000

2 %=; "" 1.00 2.0000 16.08 32.160147010002 %=; "" 1.00 2.0000 16.08 32.16

0147010002 %=; "" 1.00 2.0000 16.08 32.16

0147010002 %=; "" 1.00 2.0000 16.08 32.16


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0147010002 %=; "" 1.00 0.5333 16.08 8.58

0147010002 %=; "" 1.00 0.5333 16.08 8.58

0147010002 %=; "" 1.00 1.3333 16.08 21.44

0147010002 %=; "" 1.00 1.6000 16.08 25.73014701000

2 %=; "" 1.00 0.4444 16.08 7.15 014701000

2 %=; "" 1.00 1.0000 16.08 16.08014701000

2 %=; "" 1.00 1.0000 16.08 16.08014701000

2 %=; "" 1.00 1.3333 16.08 21.44014701000

2 %=; "" 1.00 1.0000 16.08 16.08014701000

2 %=; "" 1.00 0.6667 16.08 10.72014701000

2 %=; "" 2.00 0.8000 16.08 12.86014701000

2 %=; "" 1.00 0.5333 16.08 8.58 3&1."5

0147010003 %=< "" 0.50 1.0000 12.43 6.22

0147010003 %=< "" 0.50 1.0000 12.43 6.22014701000

3 %=< "" 0.25 0.5000 12.43 6.22014701000

3 %=< "" 0.25 0.5000 12.43 6.22


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0147010003 %=< "" 0.25 0.1333 12.43 1.66

0147010003 %=< "" 0.50 0.2667 12.43 3.31

0147010003 %=< "" 1.00 1.6000 12.43 1.8

0147010003 %=< "" 1.00 0.4444 12.43 5.52014701000

3 %=< "" 1.00 1.0000 12.43 12.43014701000

3 %=< "" 1.00 1.0000 12.43 12.43014701000

3 %=< "" 1.00 1.3333 12.43 16.57014701000

3 %=< "" 0.30 0.13 12.43 2.48014701000

3 %=< "" 1.00 0.4000 12.43 4.7 014701000

3 %=< "" 0.50 0.2667 12.43 3.31 1&7.44

MANO DE OBRA 436.&6

'. MATERIALES

0202010001 C:;(, %;; A;E=; C< C;B=; E= 3 L- 0.0200 4.20 0.08

0202010001 C:;(, %;; A;E=; C< C;B=; E= 3 L- 0.0060 4.20 0.03

020201000 C:;(, %;; A;E=; C< C;B=; E= 3 L- 0.0200 4.20 0.08


33/42


34/42

11.&5

027201000

1 %=D;A=


35/42

0272020002 CE E= 4 F 0G ) 1.0000 3.50 3.50

0272020002 CE %(C ,;: 4 F 0G u 1.0000 3.50 3.50

027202000

3 T== %(C E= 4 F 4 u 0.2500 5.80 1.45

0272020004 =D,T CA;E 4 u 1.0000 5.65 5.65

"&.52

0272030001 T)B=; %(C ,;: 2 m 1.6000 2.0 4.64

0272030001 T)B=; %(C ,;: E= 2 m 0.5000 2.0 1.65

0272030001 T)B=; %(C ,;: 2 m 1.0300 2.80 3.40

0272030001 T)B=; %(C ,;: E= 2 m 3.0000 2.80 .0

0272030002 CE E= 2 F 0G ) 1.0000 1.00 1.00

0272030002 CE %(C ,;: 2 F 0G u 1.0000 1.00 1.00

0272030002 CE %(C ,;: 2 F 0G *za 2.0000 1.00 2.00

0272030003 T== %(C E= 2 F 2 u 0.5000 3.20 1.60

0272030004 =D,T CA;E 2 u 1.0000 32.56 35.5

61.14


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0272040001 C:< *za 0.1000 1.00 0.10

0272040001 C:< *za 0.1000 1.00 0.10

&.2&

0272050001 CE E= >D E= 12 *za 1.0000 0.4 0.4

0272050002 T== D;:(;


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0272060004 TA;C=


38/42

0272100001 T;B:= TH=AA;D


39/42

1033701000

1 H=;A=


40/42

7

,/,EPA,A

E,,ETE

02 0.19 0.000204 1.40 0.0012

07 37.44 0.0320 : 0.3732 M ; 0.56TBE,APV ;

0.0077 A. < . ;

0.0095

MA/

21 7.58 0.00650.032

0 ABE0.014

7=EAM,ETA

1.000

37 17.13 0.01470.000

2 AE0.022

343 11.05 0.0095 0.6047 436.06 0.373272 657.71 0.5629

/ 1168.37 1.000

(. CUADRO DE RESUMEN

,=A EME EPE,A,/A/A T < PEPET

o!"re del 'ro>ec$o V,/E PB


41/42

E!$idad ?e @i!a!ciaBA /E T,ETA

E!$idad ?e co!$r>e

MMTAT,TA EEAEE!$idad ?e 'er%ia

MMTAT,TA EEAEeca de 're'aracio! e%e 11 de lio 2013eca 'ro"a"le de ejeccio! !e 15 de lio 2013Area $o$al 88.46Area co!$rida 46.05Area li"re 42.41Pre'e$o re&e!

T /,ET 26446.37

AT EEA 10 2644.64 T,,/A/ 15 3966.95

BTTA 33057.96

,V 18 5950.43

TTA 39008.39

o$o direc$o 26446.37o$o i!direc$o 12562.02o$o $o$al del 'ro>ec$o 39008.39or&la 'oli!o&ica 0.373222118


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trabajo final de costos - moises

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