puntos top corregidos de pucayacu

7/17/2019 puntos top corregidos de pucayacu

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CALCULO DE MURO CON PANELES PREF

Medida Longitudinal 400.00Medida Transversal 300.00Altura de Muro 4.00

Ancho de Panel 12.80Espesor de muro 0.1Peso unitario !" 2.40#atio de Acero 40.00Ancho de la !ancha 11.00Largo de la !ancha 11.40Area de la !ancha Modulo1 125.40Perimetro del !erco 1$400.00Area del Terreno 120$000.00

110.00

!oncreto %01 Panel& '.(8Enco)rado %01 Panel& .04Acero %01 Panel& 30'.20!apacidad del !amion 3'

8480

EQUIPOS CANTIDAD

Al*uiler de +rua de Tn. 1.00Al*uiler de +rua de 10 Tn. 1.00Al*uiler de +rua de 20 Tn. 1.00Al*uiler de +rua de 40 Tn. 1.00Al*uiler de !amion de 10 Tn 1.00Al*uiler de !amion de 20 Tn 1.00Al*uiler de +rua de Tn por ,ia 1.00Al*uiler de +rua de 10 Tn por ,ia 1.00Al*uiler de +rua de 20 Tn por ,ia 1.00Al*uiler de +rua de 40 Tn por ,ia 1.00

Al*uiler de !amion de 10 Tn por dia 1.00Al*uiler de !amion de 20 Tn por dia 1.00

MATERIALES!oncreto para !ancha de Pre)a-ricacion!oncreto para Panelesa-ricacion de Enco)radosAcero para Paneles

MANO DE OBRA!osto //

Enco)rado de Paneles,escenco)rado de Paneles

1.- CARACTERISTICAS GENERALES

!antidad de Paneles %1.20 4.'0&

ornada La-oral ,iario %,ia 8 /oras La-orales&

ornada La-oral por ,ia %1/ora (0 Minutos&

2.- PRECIOS SUGERIDOS SEGÚN LA LABOR



TIEMPOS PROMEDIOS:ALMACENAJE 20

!arguio Transporte 10,escarguio

TRANSPORTE A PIE DE OBRA 25!arguio

Transporte 1,escarguio

IZAJE 20!arguio Montae 1

3.- RATIOS DE TIEMPOS DE EQUIPOS PESADOS



BRICADOS

Ml.Ml.Ml.

Ml. varia-leMl.

Tn5m36g5M3

Ml.Ml.M2Ml.M2

7nidades

M3M26g

Tn./oras

Minutos

P.U.

5. 230.20 5.5/ora5. 2(8.(0 5.5/ora5. 313.3'5. 402.905. 140.0 5.5/ora5. 1(0.00 5.5/ora

5. 1$841.(0 5.5,ia5. 2$148.80 5.5,ia5. 2$0(.92 5.5,ia5. 3$223.20 5.5,ia

5. 1$124.00 5.5,ia5. 1$280.00 5.5,ia

5. 29(.(3 5.5M35. 3.9( 5.5M35. 40.00 5.5M25. .20 5.5M3

5. 12.( 5.5/h

5. 2.8( 5.5M25. 0.( 5.5M2



M!"#$%MinutosMinutos





CALCULO DE MURO CON PACARACTERISTICAS GENERALESMedida Longitudinal 400.00 mlMedida Transversal 300.00 mlAltura de Muro 4.00 mlEspesor de muro 0.1 mlPeso unitario !" 2.40 Tn5m3#atio de Acero 40.00 6g5m3

CARACTERISTICA DE LA CANC&A DE PREFABRICACION

A:!/; ,EL PA:EL 12.80 Ml.

LA#+; ,EL PA:EL 4.00 Ml.

ALTURA DEL PANEL 3.5 M).

AREA DE LA CANC&A *1(.20 M2

CUADRO DE PRECIOS

EQUIPOS Al*uiler de +r<a de Tn !A#+7=;Al*uiler de +r<a de Tn =>AE!amion Trailler de 10 Tn

MATERIALES !oncreto para !ancha de Pre)a-ricaci?n!oncreto para Panelesa-ricacion de Enco)radoAcero

MANO DE OBRA !osto hhEnco)rado de paneles,esenco)rado de paneles

RATIOS DE TIEMPOS:" de minutos la-ora-les por d@a

T+,$ + A),/+!/+ $ /!+)

C/"$ D+ P/!+)+% %de la !ancha de Pre)a-ricacion a

A),/+!/+ + P/!+)+% %+iro de la +rua para Alma

T/!%$#+ a pie de o-ra

D+%// de panelR+#$!$ de !ami?nC$)$/! + P/!+) en posicion nal



CALCULO DE TIEMPOS DE ACARREO ALMACENAJET+,$

Tiempo de Acarreo B Almacenae por Panel 20 min Tiempo de Almacenae Total

Al*uiler de +ruaAl*uiler de !amion

Total :" de paneles almacenados

CONSTRUCCION DE CANC&AS DE PREFABRICACION

Area de !anchas de Pre)a-ricaci?n:" de canchas de pre)a-ricaci?n 1 U!

!oncreto en !ancha de Pre)a-ricaci?n (1.82 m3!osto de !ancha de Pre)a-ricaci?n 5. 18$33'.('

:" minimo de dias de )a-ricaci?n 1 D6/%

CONFORMACION DE PANELES

LongitudPaneles 12.80 ml

Para L 400.00 ml :" de paneles (3 7nd

Para L 300.00 ml :" de paneles 4' 7nd110 U!

!alculo de a-ricacion de Enco)rado 20.1( m2

!;:!#ET; E:!;#A,;Panel de L 12.80 m '.(8 .04

!A:T=,A, 844.8 4.4P.7. 5. 3.9( 5m3 3.42

PA#!=AL 5. 300$'1.01 5. 1$89(.0

:" minimo de dias de )a-ricaci?n 2( D6/%

TRANSPORTE DE PANELES A PIE DE OBRA

C/"$7 T/!%$#+ + P/!+)+% +8/9/$%+r<a!apacidad de cami?n 20 Ton

:" camiones 1 7nd Tiempo e)ectivo de Transpo 9 /rs



Peso unitario :" de paneles por cami?n

Panel de L 12.80 m 18.43 1.00

Peso unitario :" de paneles por cami?n

Panel de L 12.80 m 18.43 1.00

IZAJE DE PANELES

T+,$ +8+#$ + $)$/! + /!+)+% 340 min:" de paneles colocados por d@a 1':" minimo de dias de iCae ' ,@as

!antidad :" usos5,ias

Panel de L 12.80 m 110 7nd ' ,@as

TIEMPO DE EJECUCI;N

=nicio de ;-ra$ ;-ras provisionales 10 ,@asa-ricaci?n de canchas de pre)a-ricaci?n 1 ,@asa-ricaci?n de paneles 28 ,@as=Cae de paneles ' ,@as

Tiempo de almacenamiento 21 ,@as!ierre de proBecto ( ,@as

T=EMP; ,E EE!7!=D: 2 ,@as

COSTO DE GASTOS GENERALES



ELES PREFABRICADOS

DE: 1CANC&A'( PANELES

!antidad P.7. Min 1.00 5. 230.20 5hm 8 /rs 1.00 5. 230.20 5hm 8 /rs 1.00 5. 140.0 5hm 8 /rs

5. 29(.(3 5m35. 3.9( 5m35. 40.00 5m25. .20 5m3

5. 12.( 5hm5. 2.8( 5m25. 0.( 5m2

00 min min %Almacen&

1 min %Almacen&

min10 min

min10 min20 min

Almacen Provisonal&

en Provisonal&



C/!#/'6/4 U! 8021 ,@as5. 1841.(0 5d@a5. 1124.00 5d@a

84

*1(.20 ,2

:" cuadrillas#end diario 100.00 m35d@a

5. 80(.40

A!E#;30'.2

33'92.20

5. 1'$'18.40

2 min

T+,$ <M!"#$%=



Paneles por d@a :" dias Precio

1'.00 '.00 5. 1$194.2


1'.00 '.00 5. 1$9(.'0

:" gruas =Cae 1

Al*uiler de +rua de iCae

5. 24$8(1.(0



ALTERNATI>A 1: 01 CANC&A DE FABRICACION'0( PANELES

ACTI>IDADES 1 2 3 4 5 * ? ( @ 10 11 12

FABRICACION DE PANELES ( ( ( ( ( (

CONCRETO M!"#$% 0

,E!E:!;#A,; 5 0 40 0 40 0 40 40 40 40 0 40

10 0 (0 0 (0 0 (0 (0 (0 (0 0 (0

E:!;#A,; 5 40 0 40 0 40 0 40 0 40 0 40

A!E#; 5 40 0 40 0 40 0 40 0 40 0 40

A!=A,; ? 5* 0 5* 0 5* 0 5* 0 5* 0 5*

MINUTOS TRABAJADOS <RR.&&= 13* 120 13* 120 13* 120 25* 120 25* 0 25*

MINUTOS TRABAJADOS <EQUIPOS= 0 (0 0 (0 0 (0 (0 (0 (0 0 (0

M!"#$%

!A#+7=; 5 0 0 40 0 40 0 40 0 40 0 40

15 0 0 120 0 120 0 120 0 120 0 120

,E!A#+7=; 5 0 0 40 0 40 0 40 0 40 0 40

MINUTOS TRABAJADOS <RR.&&= 0 0 200 0 200 0 200 0 200 0 200

MINUTOS TRABAJADOS <EQUIPOS= 0 0 200 0 200 0 200 0 200 0 200

TOTAL MINUTOS TRABAJADOS <RR.&&= 13* 120 33* 120 33* 120 45* 120 45* 0 45*

0 (0 200 (0 200 (0 2(0 (0 2(0 0 2(0

15 M!"#$% 1 2!A#+7=; 5 0 0 0 0 0 0 0 0 0 0 0

=A!=;: 10 0 0 0 0 0 0 0 0 0 0 0

RATIOSDEL

TIEMPO'PANEL

<M!"#$%=

UNIDADES

=>AE F ALMA!E:AE %+rua Movil de Tn&

TRANSPORTE A PIE DE OBRA <G"/ M$) + 5 T!.=

T#A:P;#TE %=da B uelta&

TOTAL MINUTOS TRABAJADOS<EQUIPOS=

IZAJE MONTAJE <G"/ M$) + 10 T!=



0 0 0 0 0 0 0 0 0 0 0

ALGUNAS CARACTERISTICASPA:ELE ,=A#=; A !;L;!A# 32 U!.

;#:A,A LAG;#AL ,=A#=A %/;#A& ( &$/%

TOTAL DIAS TRABAJADOS REF D/%

TOTAL MINUTOS TRABAJADOS<EQUIPOS=



13 14 15 1* 1? 1( 1@ 20 21 22 23 24 25 2* 2? 2( 2@ 30 31 32 33 34 35 3* 3?

( ( ( ( ( ( ( ( ( (

0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40

0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0

0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120

0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0

0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120

0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0

3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



3@ 40 41 42 43 44 45 4* 4? 4( 4@ 50 51 52 53 54 55 5* 5? 5( 5@ *0 *1 *2 *3

( ( ( ( ( ( ( ( ( (

0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0

0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0

0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0

0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0

0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0

0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0

' 8 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



*5 ** *? *( *@ ?0 ?1 ?2 ?3 ?4 ?5 ?* ?? ?( ?@ (0 (1 (2 (3 (4 (5 (* (? (( (@

( ( ( ( ( ( ( ( ( ( (

40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40

(0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5*

120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25*

(0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200

120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45*

(0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0

10 11 12 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



@1 @2 @3 @4 @5 @* @? @( @@ 100 101 102 103 104 105 10* 10? 10( 10@ 110 111 112 113 114 115 1

( ( ( ( ( ( ( ( ( ( (

40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40

(0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5*

25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25*

(0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200

45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45*

2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0

14 14 1 1(0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



CALENDARIO DE TRABAJO

11? 11( 11@ 120 121 122 123 124 125 12* 12? 12( 12@ 130 131 132 133 134 135 13* 13? 13( 13@ 140 141 1

( ( ( ( ( ( ( ( ( ( (

40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40

(0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5*

25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25*

(0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200

45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45*

2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0

1' 18 190 0 1*0 1*0 1*0 1*0 1*0 1*0 1*0 1*0 1*0 1*0 1*0 1*0 0 0 0 0 0 0 0

0 0 320 320 320 320 320 320 320 320 320 320 320 320 0 0 0 0 0 0 0



0 0 4(0 4(0 4(0 4(0 4(0 4(0 4(0 4(0 4(0 4(0 4(0 4(0 0 0 0 0 0 0



143 144 145 14* 14? 14( 14@ 150 151 152 153 154 155 15* 15? 15( 15@ 1*0 1*1 1*2 1*3 1*4 1*5 1** 1*? 1

( ( ( ( ( ( ( ( ( ( (

40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0

(0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0

25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0

(0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0

45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0

2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0

20 21 22 230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



1*@ 1?0 1?1 1?2 1?3 1?4 1?5 1?* 1?? 1?( 1?@ 1(0 1(1 1(2 1(3 1(4 1(5 1(* 1(? 1(( 1(@ 1@0 1@1 1@2 1@3 1

( ( ( ( ( ( ( ( ( ( (

40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0

(0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0

25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 2

(0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 1

40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 2

200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 2

45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 4

2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2

24 2 2( 2'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



1@5 1@* 1@? 1@( 1@@ 200 201 202 203 204 205 20* 20? 20( 20@ 210 211 212 213 214 215 21* 21? 21( 21@ 2

( ( ( ( ( ( ( ( ( (

0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40

0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0

0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 2

0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 1

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 2

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 2

0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 4

0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2

28 29 30 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



221 222 223 224 225 22* 22? 22( 22@ 230 231 232 233 234 235 23* 23? 23( 23@ 240 241 242 243 244 245 2

( ( ( ( ( ( ( ( ( (

0 40 0 40 40 40 0 40 0 40 40 40 0 40 0 40 40 40 0 40 0

0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0 5* 0

0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 25* 120 25* 0 25* 0 2

0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0 (0 (0 (0 0 (0 0

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 120 0 1

0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0 40 0

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 2

0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 200 0 2

0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 45* 120 45* 0 45* 0 4

0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0 2

32 33 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1*0 1*0 1*0 1*0 1*0 1*0 1

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 320 320 320 320 320 320 3



0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4(0 4(0 4(0 4(0 4(0 4(0



24? 24( 24@ 250 251 252 253 254 255 25* 25? 25(

( ( ( ( ((0

40 40 0 40 0 40 40 40 0 40 0

(0 (0 0 (0 0 (0 (0 (0 0 (0 0

0 40 0 40 0 40 0 40 0 40 0

0 40 0 40 0 40 0 40 0 40 0

0 5* 0 5* 0 5* 0 5* 0 5* 0

120 25* 0 25* 0 25* 120 25* 0 25* 0

(0 (0 0 (0 0 (0 (0 (0 0 (0 0

0 40 0 40 0 40 0 40 0 40 0

0 120 0 120 0 120 0 120 0 120 0

0 40 0 40 0 40 0 40 0 40 0

0 200 0 200 0 200 0 200 0 200 00 200 0 200 0 200 0 200 0 200 0

120 45* 0 45* 0 45* 120 45* 0 45* 0

(0 2(0 0 2(0 0 2(0 (0 2(0 0 2(0 0

3 3(1*0 1*0 1*0 1*0 1*0 0 0 0 0 0 0

320 320 320 320 320 0 0 0 0 0 0



4(0 4(0 4(0 4(0 4(0 0 0 0 0 0 0



PROGRAMACION DIA A DIA PARA PANELES

1 2 3 4 ( ' 8 9

INICIO DE OBRAOBRAS PRO>ISIONALES

!onstrucci?n de !anchas de Pre)a-ricaci?nFABRICACION DE PANELES

Enco)rado de Paneles/a-ilitado de acero de panelesaciado de concreto en panelesola*ueo B resane de imper)ecciones!urado horiContal cara superior,esenco)rado de Paneles

ALMACENAJEraguado inicial de concreto %3 dias&!arguio de paneles pre)a-ricados a almacen

Transporte de paneles a almacenAlmacenae de Paneles

TRANSPORTE A OBRA!arguio de paneles de almacen

Transporte de paneles apies de o-ra,esacarguio de paneles a pie de o-ra

IZAJE DE PANELESAnclae B arriostramiento de paneles=Cae de paneles

Apuntalamiento de panelesellado de untas B sola*ueo de paneles

CIERRE DE OBRA

CONCLUSIONES1. e considera 02 dias de al*uiler de 7na +rua %01& B 01 camion Trailler %01&2. e considera 02 dias de al*uiler de dos gruas %02& B dos camiones gruas %02&3. e considera 01 dia de al*uiler de una grua %01&4. e meora lor tiempos de eecuci?n$ en 03 dias



DE 4, CON 04 CANC&AS DE PREFABRICACION

10 11 12 13 14 1 1( 1' 18 19 20 21 22 23 24 2 2( 2' 28

!1 !2 !3 !4!1 !2 !3 !4

!1 !2 !3 !4!1 !2 !3 !4

!1 !2 !3 !4!1 !2 !3 !4

A1 A2 A3 A4A1 A2 A3 A4A1 A2 A3 A4A1 A2 A3 A4

T1 T2 T1 T2 T1 T2

=1 =2=1 =2

=1 =21 2





CALCULO DE MURO CON PANELES PR

CARACTERISTICAS GENERALESMedida Longitudinal 400.00 mlMedida Transversal 300.00 ml

Altura de Muro 4.00 mlEspesor de muro 0.1 mlPeso unitario !" 2.40 Tn5m3#atio de Acero 40.00 6g5m3

CARACTERISTICA DE LA CANC&A DE PREFABRICACION DE: 1

A:!/; ,EL PA:EL 12.80 Ml.

LA#+; ,EL PA:EL 4.00 Ml.

ALTURA DEL PANEL 3.5 M).

AREA DE LA CANC&A 125(.40 M2

CUADRO DE PRECIOS!antidad

EQUIPOS Al*uiler de +r<a de Tn !A#+7=; 1.00Al*uiler de +r<a de Tn =>AE 1.00!amion Trailler de 10 Tn 1.00

MATERIALES !oncreto para !ancha de Pre)a-ricaci?!oncreto para Panelesa-ricacion de Enco)radoAcero


RATIOS DE TIEMPOS:" de minutos la-ora-les por d@aC/"$ D+ P/!+)+% %de la !ancha de Pre)a-ricacion a Almacen Pr

A),/+!/+ + P/!+)+% %+iro de la +rua para Almacen Provison



T+,$ + A),/+!/+ $ /!+)

CALCULO DE TIEMPOS DE ACARREO ALMACENAJET+,$ C/!#/'6/

Tiempo de Acarreo B Almacenae por Panel 20 min ( U! Tiempo de Almacenae Total 1 ,@as

Al*uiler de +rua 5. 1841.(00 5d@aAl*uiler de !amion 5. 1124.00 5d@a

Total :" de paneles almacenados 8

CONSTRUCCION DE CANC&AS DE PREFABRICACION

Area de !anchas de Pre)a-ricaci?n:" de canchas de pre)a-ricaci?n 2 U!

!oncreto en !ancha de Pre)a-ricaci?n 21.(8 m3!osto de !ancha de Pre)a-ricaci?n 5. '4$(.84


CONFORMACION DE PANELES


Para L 400.000 ml :" de paneles (3 7ndPara L 300.00 ml :" de paneles 4' 7nd

110 U!

!alculo de a-ricacion de Enco)rado 40.32 m2 5. 1$(12.80

!;:!#ET; E:!;#A,; A!E#;

HHH '.(8 .04 30'.2!A:T=,A, 844.8 4.4 33'92

P.7. 5. 3.9(00 5m3 3.42 .20

PA#!=AL 5. 300$'1.01 5. 1$89(.0 5. 1'$'18.40


T/!%$#+ a pie de o-raD+%// de panelR+#$!$ de !ami?nC$)$/! + P/!+) en posicion nal



TRANSPORTE DE PANELES A PIE DE OBRA

C/"$7 T/!%$#+ + P/!+)+% +8/9/$% 2 min+r<a!apacidad de cami?n 20 Ton:" camiones 1 7nd

Tiempo e)ectivo de Transp /rs

Peso unitario Paneles por d@a

Panel de L 12.80 m 18.43 1.00 9.00

Peso unitario Paneles por d@a

Panel de L 12.80 m 18.43 1.00 9.00

IZAJE DE PANELES

T+,$ +8+#$ + $)$/! + /!+)+ 180 min:" de paneles colocados por d@a 9:" minimo de dias de iCae 13 ,@as


Panel de L 12.80 m 110 7nd 13 ,@as 5. 41$43(.00

TIEMPO DE EJECUCI;N

=nicio de ;-ra$ ;-ras provisionales 10 ,@asa-ricaci?n de canchas de pre)a-ricaci?n 3 ,@asa-ricaci?n de paneles 14 ,@as=Cae de paneles 13 ,@as

Tiempo de almacenamiento 1 ,@as!ierre de proBecto ( ,@as

T=EMP; ,E EE!7!=D: 4( ,@as

COSTO DE GASTOS GENERALES

:" de paneles porcami?n


Al*uiler de +rua deiCae



+AT; +E:E#ALE !osto diario+erente de ;-ra 5. 100.00

e)e de o-ra 5. 29(.00

Asistentes 5. 1(0.00

!amioneta =nc !ho)er 5. 200.00

;tros 5. 00.00

5. 1$2(.00

!;T; T;TAL ,E +AT; +E:E#ALE 5. '$''(.000

COSTO DE GASTOS DE OPERACI;N

!;T; ,E A!A##E; F ALMA!E:AE +#7A 5. 1$841.(0!;T; ,E A!A##E; F ALMA!E:AE !AM=;: 5. 1$124.00

!;:T#7!!=;: ,E !A:!/A ,E P#EAG#=! 5. '4$(.84

AG#=!A!=;: ,E E:!;#A,; PA#A PA:ELE 5. 1$(12.80

!;:;#MA!=;: ,E PA:ELE P#EAG#=!A,; 5. 4'8$329.4(

T#A:P;#TE A P=E ,E ;G#A 5. 38$2.80

=>AE ,E PA:ELE 5. 41$43(.00

+AT; +E:E#ALE 5. '$''(.00

TOTAL S'. *@5732(.4@4



FABRICADOS

ANC&A'( PANELES

1 1 . 0

0

1

4 .

0 0

1

4 .

0 0

1

1 12.( 1 12.( 1 12.( 1 12.( 1

5*.20

P.7. Min5. 230.200 5hm 8 /rs

5. 230.20 5hm 8 /rs5. 140.0 5hm 8 /rs

5. 29(.(3 5m35. 3.9( 5m35. 40.00 5m2

5. .20 5m3

5. 12.( 5hm5. 2.8( 5m25. 0.( 5m2

00 min min %Almacen&

1 min %Almacen&



min10 min

min10 min20 min

1(0

125(.40 ,2

:" cuadrillas#end diario 100.000 m35d@a

T+,$ <M!"#$%=



:" dias Precio

13.00 5. 1$124.00

:" dias Precio

13.00 5. 1$841.(0

:" gruas =Cae 1





1 1 . 0

0

1

4 .

0 0

1

4 .

0 0

1

1 12.( 1 12.( 1 12.( 1 12.( 1

2.00 5*.20

114.40









!AL!7L; ,E P#E

Medida Longitudinal 200.00 mlMedida Transversal 10.00 mlAltura de Muro 4.00 ml

Ancho de Panel 1.00 mlEspesor de muro 0.1 mlPeso unitario !" 2.40 Tn5m3#atio de Acero 40.00 6g5m3

!7A,#; ,E P#

EQUIPOS Al*uiler de +r<a de 20 Tn !A#+7=;Al*uiler de +r<a de 20 Tn =>AEAl*uiler de +r<a de 40 Tn

!amion Trailler de 20 Tn

MATERIALES !oncreto para cancha de pre)a-ricaci?n!oncreto para panelesa-ricacion de enco)radoAcero


T=EMP;:" de minutos la-ora-les por d@a!arguio de PanelesAlmacenae de Paneles

Tiempo de almacenae por panel Transporte a pie de o-ra,escarga de panel#etorno de cami?n!olocaci?n de panel en posicion nal

!AL!7L; ,E T=EMP; ,E A!A

Tiempo de acarreo B almacenae por panel 20 min Tiempo de Almacenae por panel



!;:T#7!!=;: ,E !A:!/A

Area de canchas de pre)a-ricaci?n



:" de canchas de pre)a-ricaci?n 4 7nd

!oncreto en cancha de pre)a-ricaci?n 88.00 m3!osto de cancha de pre)a-ricaci?n 7I 8800.00

:" minimo de dias de )a-ricaci?n 1 ,@as

!;:;#MA!=;: ,


Para L 200.00 ml :" de paneles 400 7ndPara L 10.00 ml :" de paneles 300 7nd

'00 7nd

!alculo de )a-ricacion de enco)rado 24.00 m2

!;:!#ET; E:!;#A,;Panel de L 1.00 m 0.( 1.

!A:T=,A, 420 100P.7. 7I 120.00 5m3 0.3

PA#!=AL 7I 0400.00 7I 3('.0


T#A:P;#TE ,E PA:ELE

C/"$7 T/!%$#+ + P/!+)+% +8/9/$%+r<a!apacidad de cami?n 1 Ton:" camiones 1 7nd

Tiempo e)ectivo de transpo 2 /rs

Peso unitario

Panel de L 1.00 m 1.44 10.00

Peso unitario

Panel de L 1.00 m 1.44 10.00

=>AE ,E PA:

T+,$ +8+#$ + $)$/! + /!+)+% '20 min

:" de paneles colocados por d@a 3(:" minimo de dias de iCae 20 ,@as






Panel de L 1.00 m '00 7nd 20 ,@as

T=EMP; ,E EE!


Tiempo de almacenamiento 24 ,@as!ierre de proBecto ,@as

T=EMP; ,E EE!7!=D: 80 ,@as

!;T; ,E +AT;



G#=!A,;

E!=;!antidad P.7. Min

1.00 7I 200.00 5hm 8 /rs 1.00 7I 200.00 5hm 8 /rs 1.00 7I 400.00 5hm 8 /rs

1.00 7I 200.00 5hm 8 /rs

7I 100.00 5m3

7I 120.00 5m3

7I 20.00 5m2

7I 0.90 5m3

7I (.00 5hm

7I 0.2 5m2

7I 0.10 5m2

'40 min min

1 min min

10 min min

10 min20 min

##E; F ALMA!E:AE Total por d@a Tiempo total

1( 7nd 32024 ,@as

7I 1(00.00 5d@a7I 1(00.00 5d@a

384

,E P#EAG#=!A!=;:

Area Gruta 220.00 m2



#end diario 100.00 m35d@a

PA:ELE

7I 480.00

A!E#;24

1(8000.90

7I 1120.00

A P=E ,E ;G#A

2 min


3(.00 20.00 7I 1(00.00


3(.00 20.00 7I 1(00.00

LE

:" gruas =Cae 1




7I 2800.00

7!=D:

E:E#ALE



!AL!7L; ,E P#E



!7A,#; ,E P#

Al*uiler de +r<a de 20 Tn !A#+7=;Al*uiler de +r<a de 20 Tn =>AEAl*uiler de +r<a de 40 Tn


!oncreto para cancha de pre)a-ricaci?n!oncreto para panelesa-ricacion de enco)radoAcero

!osto hhEnco)rado de paneles,esenco)rado de paneles



!AL!7L; ,E T=EMP; ,E A!A




!;:T#7!!=;: ,E !A:!/A




:" de canchas de pre)a-ricaci?n 8 7nd



!;:;#MA!=;: ,



'00 7nd

!alculo de )a-ricacion de enco)rado 48.00 m2

!;:!#ET; E:!;#A,;Panel de L 1.00 m 0.( 1.

!A:T=,A, 420 100P.7. 7I 120.00 5m3 0.3

PA#!=AL 7I 0400.00 7I 3('.0


T#A:P;#TE ,E PA:ELE



Peso unitario

Panel de L 1.00 m 1.44 10.00

Peso unitario

Panel de L 1.00 m 1.44 10.00

=>AE ,E PA:

T+,$ +8+#$ + $)$/! + /!+)+% '20 min







Panel de L 1.00 m '00 7nd 20 ,@as

T=EMP; ,E EE!



T=EMP; ,E EE!7!=D: 8 ,@as

!;T; ,E +AT;



AG#=!A,;



1.00 7I 200.00 5hm 8 /rs

7I 100.00 5m3

7I 120.00 5m3

7I 20.00 5m2

7I 0.90 5m3

7I (.00 5hm

7I 0.2 5m2

7I 0.10 5m2

'40 min min

1 min min

10 min min

10 min20 min


32 7nd (402 ,@as

7I 2133.33 5d@a7I 2133.33 5d@a

(4

,E P#EAG#=!A!=;:





PA:ELE

7I 9(0.00

A!E#;24

1(8000.90

7I 1120.00

A P=E ,E ;G#A

2 min


3(.00 20.00 7I 1(00.00


3(.00 20.00 7I 1(00.00

LE

:" gruas =Cae 1




7I 2800.00

7!=D:

E:E#ALE



!AL!7L; ,E P#E



!7A,#; ,E P

Al*uiler de +r<a de 20 Tn !A#+7=;Al*uiler de +r<a de 20 Tn =>AEAl*uiler de +r<a de 40 Tn


!oncreto para cancha de pre)a-ricaci?n!oncreto para panelesa-ricacion de enco)radoAcero

!osto hhEnco)rado de paneles,esenco)rado de paneles



!AL!7L; ,E T=EMP; ,E A!




!;:T#7!!=;: ,E !A:!/A




:" de canchas de pre)a-ricaci?n 1( 7nd



!;:;#MA!=;: ,



'00 7nd

!alculo de )a-ricacion de enco)rado 9(.00 m2

!;:!#ET; E:!;#A,;Panel de L 1.00 m 0.( 1.

!A:T=,A, 420 100P.7. 7I 120.00 5m3 0.3

PA#!=AL 7I 0400.00 7I 3('.0


T#A:P;#TE ,E PA:ELE



Peso unitario

Panel de L 1.00 m 1.44 10.00

Peso unitario

Panel de L 1.00 m 1.44 10.00

=>AE ,E PA:

T+,$ +8+#$ + $)$/! + /!+)+% '20 min







Panel de L 1.00 m '00 7nd 20 ,@as

T=EMP; ,E EE



T=EMP; ,E EE!7!=D: 48 ,@as

!;T; ,E +AT;



AG#=!A,;



1.00 7I 200.00 5hm 8 /rs

7I 100.00 5m3

7I 120.00 5m3

7I 20.00 5m2

7I 0.90 5m3

7I (.00 5hm

7I 0.2 5m2

7I 0.10 5m2

'40 min min

1 min min

10 min min

10 min20 min


(4 7nd 12801 ,@as

7I 42((.(' 5d@a7I 42((.(' 5d@a

(4

,E P#EAG#=!A!=;:





PA:ELE

7I 1920.00

A!E#;24

1(8000.90

7I 1120.00

A P=E ,E ;G#A

2 min


3(.00 20.00 7I 1(00.00


3(.00 20.00 7I 1(00.00

ELE

:" gruas =Cae 1




7I 2800.00

7!=D:

E:E#ALE



#E7ME:

01 04 Tiempo de eecuci?n 2 ,@as 80 ,@as

Para L 1.00 ml US *?1@(1.3? US 30?1*?.50 Tiempo de eecuci?n H#EJ H#EJ

Para L 2.00 ml

Tiempo de eecuci?n

Para L 4.00 ml

Tiempo de eecuci?n

Para L 8.00 ml

00 02 04 0( 08 1

0.00

100$000.00

200$000.00

300$000.00

400$000.00

00$000.00

(00$000.00

'00$000.00

800$000.00

Para L 1.00 ml

Para L 2.00 ml

Para L 4.00 ml

Para L 8.00 ml



0( 1*8 ,@as 48 ,@as

US 255220.(3 US 35*@(0.(3H#EJ H#EJ

12 14 1( 18

0 ,@as 10 ,@as0.00

100$000.00

200$000.00

300$000.00

400$000.00

00$000.00

(00$000.00

'00$000.00

800$000.00

Pa

Pa

Pa

Pa



20 ,@as 30 ,@as 40 ,@as 0 ,@as (0 ,@as '0 ,@as 80 ,@as

ra L 1.00 ml

ra L 2.00 ml

ra L 4.00 ml

ra L 8.00 ml



90 ,@as

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