Metrado Tat - 100kph - A36

8/17/2019 Metrado Tat - 100kph - A36

1/48

PROYECTO: TORRE AUTOSOPORTADA CUADRADA 75.0

CLIENTE: NEXTELDISEÑO DE TORRE: MIMCO

GEOMETRIA DE TORRE: ANCHO

TRAMO RECTO 1.8TRAMO TRONCO PIRAMIDAL 1.80m -

CARGAS EXISTENTES: 4 ANTENASM D!4."0m15 ANTENAS R#$ ANTENAS M D!1.$0m$ ANTENAS M D!0."0m

%ELOCIDAD DE SUPER%I%ENCIA:1$0.00&PH '( )*+, /)2

METRADO ELABORADO POR:RICHARD CORREA

METRADO RE%ISADO POR:

PESO SECO SUPERESTRUCTURA:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 1.5X1.5X(31" PA 48$.40 80.401 L 50X50X4 PA "1.70 115.$8$ L $.5X$.5X(31" PA 714."0 11.10( L $.5X$.5X134 PA $$0.50 (".754 L (X(X134 PA 1(".$0 $$.70" L 4X4X134 PA 7".0 1$.8$" L 4X4X(38 PA 40.10 "."87 L 5X5X(38 PA 40.10 "."88 L "X"X(38 PA 40.10 "."8

8 L "X"X13$ PA 100.$0 1".708 $L 4X4X(38 PA $0.00 (.((

EMPALMES

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X134 PA 1.80 0.(0( L (X(X134 PA 1.80 0.(04 L 4X4X134 PA 1.80 0.(05 L 4X4X(38 PA 4.00 0."7" L 5X5X(38 PA 4.00 0."7

MET

8/17/2019 Metrado Tat - 100kph - A36

2/48

7 L "X"X(38 PA 4.00 0."78 L "X"X13$ PA 10.00 1."77 $L 4X4X(38 PA 8.00 1.((

CUBREPLACAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 PT - $.5X134 PA (."0 0."0

( PT - (X134 PA (."0 0."04 PT - 4X134 PA (."0 0."05 PT - 46(38 PA 8.00 1.((" PT - 5X(38 PA 8.00 1.((7 PT - "X(38 PA 8.00 1.((8 PT - "X13$ PA $0.00 (.((7 PT - 4X(38 PA 1".00 $."7

CARTELAS:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!134 M$ 0.05 7$.00$ PL-*!134 M$ 0.04 144.00

ESCALERA PEATONAL: H ! 75

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L50X50X4 PA 157.50 $".$5$ PA 100.00 1"."7( PL *!134 M$ 1.00 0.$74 ML 77.00 77.00

ESCALERILLA DE CABLES: H ! 75

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L50X50X4 PA 18"."7 (1.11

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 $L 4X4X(38 PA $.$0 0.(7$ PL *!13$ M$ 1.00 1.0"( PL *! 1 13$ M$ 1.00 0."44 PA 1.$0 $4.00

SOPORTES, PLATAFORMAS Y PLANTILLA

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 PLATA#ORMA DE TRABAO GBL 1$ SOPORTE R# GBL 154 SOPORTE MO 94."0M GBL 45 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $

BARRA LISA φ!538

CABLE ACERADO φ!(38

PERNOS DE ANCLAE SAE 91 13$

8/17/2019 Metrado Tat - 100kph - A36

3/48

" PLATA#ORMA DE DESCANSO GBL 47 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD

1 5 *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

4/48

0M

DE BASE LARGO0 m 10.00 m

7.558m "5.00 m

#ECHA(31(3$01$

(31(3$01$

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $."8 1".08 1$$.8( A-(" (.14 18.84 $171.4 A-(" 4.57 $7.4$ ($"5.7$ A-(" ".10 ("."1 1(45.$7

A-57$ 7.$ 4(.75 (.17 A-57$ .81 58.88 754.58 A-57$ 14."1 87."" 585.8" A-57$ 18.40 110.( 7(7.78 A-57$ $$.08 1($.47 885.((

A-57$ $.44 17"."( $4."4 A-57$ $.$$ 175.($ 584.40Σ 155"".5$

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."1 10.8

A-57$ 7.$ 4(.74 1(.1$ A-57$ .81 58.88 17."" A-57$ 14."1 87."" 58.44 A-57$ 18.40 110.( 7(.5

ADOS C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

5/48

A-57$ $$.08 1($.47 88.(1 A-57$ $.44 17"."( $4.(8 A-57$ $.$$ 175.($ $((.7" 5.08

Σ 70.$5

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.05 18.(0 10.8

A-57$ (."5 $1.87 1(.1$ A-57$ 4.1 $.44 17."" $047.07 A-57$ 7.(1 4(.8( 58.44 A-57$ .$0 55.$0 7(.5 A-57$ 11.04 "".$( 88.(1 A-57$ 14.7$ 88.(1 $4.(8 1580.50 A-57$ 14."1 87."" $((.7"

Σ 70.$5

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" 4.85 4.85 170.4 A-(" 4.85 4.85 $".0

Σ 4"".58 (.00

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.14 18.84 44.55 A-(" 1.55 .($ 155.(8 A-(" 4.0" 4.0" 1(.15

0.54 0.54 41.58Σ 704."5 4.5(

1$0.7m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.14 18.84 58".1(

Σ 58".1( (.77

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-57$ $.$$ 175.($ "4.$8 A-(" 8.1( 8.1( 10(."$ A-(" $4.(8 $4.(8 188.40

SAE-1045 8."7 5$.0$ $4.70

Σ "0".00 (.8

$118.(7

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 500.00 500.00 500.00 A-(" 45.00 45.00 "75.00 A-(" ""0.00 ""0.00 $"40.00 A-(" 0.00 0.00 180.00 A-(" 45.00 45.00 0.00

8/17/2019 Metrado Tat - 100kph - A36

6/48

A-(" 70.00 70.00 $80.00 A-(" 7$.00 7$.00 7$.00 A-(" (00.00 (00.00 (00.00 (0.4(

Σ 47(7.00

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL

A-($5 1$1$.(7 7.7

$% 1"(.55

8/17/2019 Metrado Tat - 100kph - A36

7/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR "0.00M - 100>?@ - A(CLIENTE: ENTEL

DISEÑO DE TORRE: MIMCO

CARGAS EXISTENTES: $ ANTENAS M D!$40m$ ANTENAS M D!1$0m$ ANTENAS M D!0"0m0" ANTENAS R# 0" RRU

%ELOCIDAD DE SUPER%I%ENCIA:100.00&PH

#ECHAMETRADO ELABORADO POR: CL 43$83$01"

METRADO RE%ISADO POR: CL 43$83$01"


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1.00 L (8X(8X4.5 PA (0(.00 51.00$.00 L 50X50X4 PA (".00 "$.00(.00 L $.5X$.5X(31" PA $5".00 4(.004.00 L $.5X$.5X134 PA 104.00 18.005.00 L (X(X134 PA ".00 1.00".00 L 100X100X" PA ".00 1.007.00 L 100X100X8 PA 15.00 (.008.00 L 4X4X(38 PA 0.00 0.00

.00 L 1$5X1$5X10 PA $7.00 5.0010.00 L "X"X(38 PA 18.00 (.0011.00 L "X"X13$ PA (".00 ".001$.00 L 150X150X1" PA 54.00 .00

1(.00 L $00X$00X1" PA 0.00 0.00

EMPALMES

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X(31" PA (.00 0.50( L $.5X$.5X134 PA 4.50 0.75( L (X(X134 PA 1.50 0.$54 L 100X100X" PA 1.50 0.$5

4 L 100X100X8 PA 1.50 0.$55 L 4X4X(38 PA 0.00 0.00" L 1$5X1$5X10 PA (."0 0."07 L "X"X(38 PA $.10 0.(58 L "X"X13$ PA 4.$0 0.707 L 150X150X1" PA 8.40 1.40

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 PL - $.5X(31" PA ".00 1.001 PL - $.5X134 PA .00 1.50

METRADO

8/17/2019 Metrado Tat - 100kph - A36

8/48

( PL - (X134 PA (.00 0.504 PL - 4X134 PA (.00 0.504 PL - 4X531" PA (.00 0.505 PL - 46(38 PA 0.00 0.00" PL - 5X(38 PA 7.$0 1.$07 PL - "X(38 PA 4.$0 0.708 PL - "X13$ PA 8.40 1.407 PL - "X538 PA 1".80 $.808 PL - 8X538 PA 0.00 0.00

SOPORTES DE ESCALERAS

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X134 PA 4.00 1.00$ L (X(X134 PA 14.00 (.004 L 100X100X8 PA 10.00 1."7

CARTELAS:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 1.58 1.00$ PL-*!"MM DIAGONALES M$ 1.50 1.00

( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 1.05 1.005 PL-*!"MM HORIONTALES M$ 1.50 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 1.01 1.00

PLACA CENTRAL:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.80 1.00$ PL-*!"MM DIAGONALES M$ 1.$0 1.00( PL-*!45MM DIAGONALES M$ 1.$0 1.00

ESCALERA PEATONAL: H ! 6"

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 1$".00 $1.00$ PA 1$0.00 $0.00( PL *!134 M$ 1.00 0.$74 ML "$.00 "$.00

ESCALERILLA DE CABLES: H ! 6"

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 1"8.00 $8.00

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 150X150X1" PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! 1 13$ M$ 1.00 0.75

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

9/48

4 PA 1.$0 18.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 PLATA#ORMA DE TRABAO GBL 1$ SOPORTE R# RRU GBL "( SOPORTE MO 9$40M GBL $

4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $" PLATA#ORMA DE DESCANSO GBL (7 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

10/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 818.10 A-(" (.50 $1.00 1$1.50 A-(" 4.50 $7.00 115$.00 A-(" ".10 ("."0 "(4.40 A-(" 7.(0 4(.80 4(.80 A-(" .70 58.$0 58.$0 A-(" 1$.$0 7(.$0 18(.00 A-(" 14."0 87."0 0.00

A-(" 18.40 110.40 4".80 A-(" $$.$0 1((.$0 (."0 A-(" $.$0 175.$0 1051.$0 A-(" (".1$ $1".7$ 150.48

A-(" 48.00 $88.00 0.00Σ '"79."'

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 4.50 $7.00 1(.50 A-(" ".10 ("."0 $7.45 A-(" 7.(0 4(.80 10.5 A-(" .70 58.$0 14.55

A-(" 1$.$0 7(.$0 18.(0 A-(" 14."0 87."0 0.00 A-(" 18.40 110.40 "".$4 A-(" $$.$0 1((.$0 4"."$ A-(" $.$0 175.$0 1$$."4 A-(" (".1$ $1".7$ (0(.41

A-(" 48.00 $88.00 0.00Σ 62#.66

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.1 1(.1" 1(.1" A-(" $.7 17.84 $".7"

C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

11/48

A-(" (.5" $1.(5 10."8 A-(" 4.7( $8.(7 14.1 A-(" 5.5 (5." 17.84 A-(" 7.1$ 4$.71 0.00 A-(" 8.7 5(.8$ "4.58 A-(" 10.8$ "4.4 45.45 A-(" 14.$4 85.41 11.57 A-(" 17."1 105."5 $5.8$ A-(" $(.40 140.40 0.00

Σ 6"'."7

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 $4.40 A-(" 7.(0 4(.80 10$.$0 A-(" 1$.$0 7(.$0 1$$.00

24'.6"

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 8.1 A-(" 4.85 4.85 74.77

A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 "5.4 A-(" 4.85 4.85 74.77 A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( (5.77

Σ 426.46

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 50.$4 A-(" 4.85 4.85 5.8$ A-(" (5.(( (5.(( 4$.(

Σ &52.45

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 441.00 A-(" 1.55 .($ 18".45 A-(" 4.0" 4.0" 1(.15

0.54 0.54 ((.48Σ 674."'

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 588.00

Σ 5''.""

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (".1$ $1".7$ 81.$7 A-(" 1$$."" 1$$."" 44.1" A-(" $4.(8 $4.(8 $$0.78

8/17/2019 Metrado Tat - 100kph - A36

12/48

SAE-1045 8."7 5$.0$ 187.$7Σ 5##.4'

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 480.00 480.00 480.00 A-(" (0.00 (0.00 180.00 A-(" 150.00 150.00 (00.00

A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 80.00 A-(" 100.00 100.00 (00.00 A-(" "0.00 "0.00 "0.00 A-(" (00.00 (00.00 (00.00

Σ &9"".""


/=.5 '#"."#

$%

8/17/2019 Metrado Tat - 100kph - A36

13/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR 54.00M - 100>?@ - A(CLIENTE: ENTEL







ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L (8X(8X4.5 PA $8(.00 48.00$ L 50X50X4 PA (1.00 54.00( L $.5X$.5X(31" PA $(.00 40.004 L $.5X$.5X134 PA 54.00 .005 L (X(X134 PA ".00 1.00" L 100X100X" PA ".00 1.007 L 100X100X8 PA 15.00 (.007 L 4X4X(38 PA 0.00 0.00

8 L 1$5X1$5X10 PA $7.00 5.00 L "X"X(38 PA 18.00 (.0010 L "X"X13$ PA (".00 ".0011 L 150X150X1" PA (".00 ".001$ L $00X$00X1" PA 0.00 0.00

EMPALMES

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X(31" PA (.00 0.50( L $.5X$.5X134 PA 4.50 0.75( L (X(X134 PA 1.50 0.$54 L 100X100X" PA 1.50 0.$5

4 L 100X100X8 PA 1.50 0.$55 L 4X4X(38 PA 0.00 0.00" L 1$5X1$5X10 PA (."0 0."07 L "X"X(38 PA $.10 0.(58 L "X"X13$ PA 4.$0 0.707 L 150X150X1" PA ".(0 1.05

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:


METRADO

8/17/2019 Metrado Tat - 100kph - A36

14/48

( PL - (X134 PA (.00 0.504 PL - 4X134 PA (.00 0.504 PL - 4X531" PA (.00 0.505 PL - 46(38 PA 0.00 0.00" PL - 5X(38 PA 7.$0 1.$07 PL - "X(38 PA 4.$0 0.708 PL - "X13$ PA 8.40 1.407 PL - "X538 PA 1$."0 $.108 PL - 8X538 PA 0.00 0.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X134 PA 4.00 1.00$ L (X(X134 PA 14.00 (.004 L 100X100X8 PA 0.00 0.00

CARTELAS:


( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 0.5( 1.005 PL-*!"MM HORIONTALES M$ 1.50 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 0.0 1.00

PLACA CENTRAL:



ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 11(.40 18.0$ PA 108.00 18.00( PL *!134 M$ 1.00 0.$74 ML 5".00 5".00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 151.$0 $5.$0

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 150X150X1" PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! 1 13$ M$ 1.00 0.75

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

15/48

4 PA 1.$0 18.00



4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $" PLATA#ORMA DE DESCANSO GBL (7 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

16/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 7"4.10 A-(" (.50 $1.00 111".50 A-(" 4.50 $7.00 1075.50 A-(" ".10 ("."0 ($.40 A-(" 7.(0 4(.80 4(.80 A-(" .70 58.$0 58.$0 A-(" 1$.$0 7(.$0 18(.00 A-(" 14."0 87."0 0.00

A-(" 18.40 110.40 4".80 A-(" $$.$0 1((.$0 (."0 A-(" $.$0 175.$0 1051.$0 A-(" (".1$ $1".7$ 1(00.($

A-(" 48.00 $88.00 0.00Σ 6'&'.42

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 4.50 $7.00 1(.50 A-(" ".10 ("."0 $7.45 A-(" 7.(0 4(.80 10.5 A-(" .70 58.$0 14.55

A-(" 1$.$0 7(.$0 18.(0 A-(" 14."0 87."0 0.00 A-(" 18.40 110.40 "".$4 A-(" $$.$0 1((.$0 4"."$ A-(" $.$0 175.$0 1$$."4 A-(" (".1$ $1".7$ $$7.5"

A-(" 48.00 $88.00 0.00Σ 547.'&


C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

17/48

A-(" (.5" $1.(5 10."8 A-(" 4.7( $8.(7 14.1 A-(" 5.5 (5." 17.84 A-(" 7.1$ 4$.71 0.00 A-(" 8.7 5(.8$ "4.58 A-(" 10.8$ "4.4 45.45 A-(" 14.$4 85.41 11.57 A-(" 17."1 105."5 $$1.87 A-(" $(.40 140.40 0.00

Σ 5#4.&&

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 $4.40 A-(" 7.(0 4(.80 10$.$0 A-(" 1$.$0 7(.$0 0.00

&26.6"

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 "5.4 A-(" 4.85 4.85 74.77

A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 ($.7 A-(" 4.85 4.85 74.77 A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( (1.7

Σ #56.55

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 $5.1$ A-(" 4.85 4.85 5.8$ A-(" (5.(( (5.(( 4$.(

Σ &27.##

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 (".0 A-(" 1.55 .($ 1"7.81 A-(" 4.0" 4.0" 1(.15

0.54 0.54 (0.$4Σ 6"'."9

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 5$.$0

Σ 529.2"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (".1$ $1".7$ 81.$7 A-(" 1$$."" 1$$."" 44.1" A-(" $4.(8 $4.(8 $$0.78

8/17/2019 Metrado Tat - 100kph - A36

18/48

SAE-1045 8."7 5$.0$ 187.$7Σ 5##.4'


A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 80.00 A-(" 100.00 100.00 (00.00 A-(" "0.00 "0.00 "0.00 A-(" $80.00 $80.00 $80.00

Σ &''".""


/=.5 72#.7"

$%

8/17/2019 Metrado Tat - 100kph - A36

19/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR 48.00M - 100>?@ - A(CLIENTE: ENTEL







ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L (8X(8X4.5 PA $85.00 48.00$ L 50X50X4 PA $50.00 4$.00( L $.5X$.5X(31" PA $(".00 40.004 L $.5X$.5X134 PA ".00 1.005 L (X(X134 PA ".00 1.00" L 100X100X" PA .00 $.007 L 100X100X8 PA .00 $.007 L 4X4X(38 PA 0.00 0.00

8 L 1$5X1$5X10 PA (".00 ".00 L "X"X(38 PA 18.00 (.0010 L "X"X13$ PA (".00 ".0011 L 150X150X1" PA 0.00 0.001$ L $00X$00X1" PA 0.00 0.00

EMPALMES

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X(31" PA (.00 0.50( L $.5X$.5X134 PA 4.50 0.75( L (X(X134 PA 1.50 0.$54 L 100X100X" PA (.00 0.50

4 L 100X100X8 PA (.00 0.505 L 4X4X(38 PA 0.00 0.00" L 1$5X1$5X10 PA (."0 0."07 L "X"X(38 PA $.10 0.(58 L "X"X13$ PA ".(0 1.057 L 150X150X1" PA 0.00 0.00

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:


METRADO

8/17/2019 Metrado Tat - 100kph - A36

20/48

( PL - (X134 PA (.00 0.504 PL - 4X134 PA ".00 1.004 PL - 4X531" PA ".00 1.005 PL - 46(38 PA 0.00 0.00" PL - 5X(38 PA 7.$0 1.$07 PL - "X(38 PA 4.$0 0.708 PL - "X13$ PA 1$."0 $.107 PL - "X538 PA 0.00 0.008 PL - 8X538 PA 0.00 0.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X134 PA 4.00 1.00$ L (X(X134 PA ".00 1.004 L 100X100X8 PA 0.00 0.00

CARTELAS:


( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 0.00 1.005 PL-*!"MM HORIONTALES M$ 1.50 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 0.7 1.00

PLACA CENTRAL:


ESCALERA PEATONAL: H ! 4'

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 100.80 1".80$ PA ".00 1".00( PL *!134 M$ 1.00 0.$74 ML 50.00 50.00

ESCALERILLA DE CABLES: H ! 4'

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 1(4.40 $$.40

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L "X"X13$ PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! 1 134 M$ 1.00 0."1

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

21/48

4 PERNOS DE ANCLAE SAE 91 134 PA 1.$0 18.00



4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $" PLATA#ORMA DE DESCANSO GBL $7 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

22/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 7".50 A-(" (.50 $1.00 875.00 A-(" 4.50 $7.00 10"$.00 A-(" ".10 ("."0 ("."0 A-(" 7.(0 4(.80 4(.80 A-(" .70 58.$0 87.(0 A-(" 1$.$0 7(.$0 10.80 A-(" 14."0 87."0 0.00

A-(" 18.40 110.40 ""$.40 A-(" $$.$0 1((.$0 (."0 A-(" $.$0 175.$0 1051.$0 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ 5"97.2"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 4.50 $7.00 1(.50 A-(" ".10 ("."0 $7.45 A-(" 7.(0 4(.80 10.5 A-(" .70 58.$0 $.10

A-(" 1$.$0 7(.$0 ("."0 A-(" 14."0 87."0 0.00 A-(" 18.40 110.40 "".$4 A-(" $$.$0 1((.$0 4"."$ A-(" $.$0 175.$0 18(." A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ 4&4.42


C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

23/48

A-(" (.5" $1.(5 10."8 A-(" 4.7( $8.(7 $8.(7 A-(" 5.5 (5." (5." A-(" 7.1$ 4$.71 0.00 A-(" 8.7 5(.8$ "4.58 A-(" 10.8$ "4.4 45.45 A-(" 14.$4 85.41 17.(" A-(" 17."1 105."5 0.00 A-(" $(.40 140.40 0.00

Σ 4"4."6

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 $4.40 A-(" 7.(0 4(.80 4(.80 A-(" 1$.$0 7(.$0 0.00

6'.2"


A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 74.77 A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( $7.8$

Σ 25#.66

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 5.8$ A-(" (5.(( (5.(( 4$.(

Σ &"2.2&

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 (5$.80 A-(" 1.55 .($ 14.1" A-(" 4.0" 4.0" 1(.15

0.54 0.54 $7.00Σ 542.&&

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 470.40

Σ 47".4"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.$0 175.$0 "5.70 A-(" 1$$."" 1$$."" 44.1" A-(" $45.(1 $45.(1 14.0(

8/17/2019 Metrado Tat - 100kph - A36

24/48

SAE-1045 ".0$ (".1( 1(0.05Σ #''.9#


A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 80.00 A-(" 100.00 100.00 $00.00 A-(" "0.00 "0.00 "0.00 A-(" $"0.00 $"0.00 $"0.00

Σ &76".""


/=.5 57"."7

$%

8/17/2019 Metrado Tat - 100kph - A36

25/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR 4$.00M - 100>?@ - A(CLIENTE: ENTEL


CARGAS EXISTENTES: 0 ANTENAS M D!$40m$ ANTENAS M D!1$0m$ ANTENAS M D!0"0m0" ANTENAS R# 0" RRU





ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L (8X(8X4.5 PA $"0.00 44.00$ L 50X50X4 PA 187.00 ($.00( L $.5X$.5X(31" PA 187.00 ($.004 L $.5X$.5X134 PA ".00 1.005 L (X(X134 PA ".00 1.00" L 100X100X" PA .00 $.007 L 100X100X8 PA .00 $.007 L 4X4X(38 PA 0.00 0.00

8 L 1$5X1$5X10 PA (".00 ".00 L "X"X(38 PA 18.00 (.0010 L "X"X13$ PA 18.00 (.0011 L 150X150X1" PA 0.00 0.001$ L $00X$00X1" PA 0.00 0.00

EMPALMES

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X(31" PA (.00 0.50( L $.5X$.5X134 PA 4.50 0.75( L (X(X134 PA 1.50 0.$54 L 100X100X" PA (.00 0.50

4 L 100X100X8 PA (.00 0.505 L 4X4X(38 PA 0.00 0.00" L 1$5X1$5X10 PA (."0 0."07 L "X"X(38 PA $.10 0.(58 L "X"X13$ PA 4.$0 0.707 L 150X150X1" PA 0.00 0.00

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:


METRADO

8/17/2019 Metrado Tat - 100kph - A36

26/48

( PL - (X134 PA (.00 0.504 PL - 4X134 PA ".00 1.004 PL - 4X531" PA ".00 1.005 PL - 46(38 PA 0.00 0.00" PL - 5X(38 PA 7.$0 1.$07 PL - "X(38 PA 4.$0 0.708 PL - "X13$ PA 8.40 1.407 PL - "X538 PA 0.00 0.008 PL - 8X538 PA 0.00 0.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X134 PA 4.00 1.00$ L (X(X134 PA ".00 1.004 L 100X100X8 PA 0.00 0.00

CARTELAS:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.00 1.00$ PL-*!"MM DIAGONALES M$ 1.$0 1.00

( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 0.00 1.005 PL-*!"MM HORIONTALES M$ 1.$0 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 0."8 1.00

PLACA CENTRAL:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.00 1.00$ PL-*!"MM DIAGONALES M$ 0." 1.00( PL-*!45MM DIAGONALES M$ 1.$0 1.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 88.$0 14.70$ PA 84.00 14.00( PL *!134 M$ 1.00 0.$74 ML 44.00 44.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 117."0 1."0

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L "X"X13$ PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! 1 M$ 1.00 0."1

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

27/48

4 PERNOS DE ANCLAE SAE 91 PA 1.$0 18.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 PLATA#ORMA DE TRABAO GBL 1$ SOPORTE R# RRU GBL "( SOPORTE MO 9$40M GBL 0

4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $" PLATA#ORMA DE DESCANSO GBL $7 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

28/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 70$.00 A-(" (.50 $1.00 "54.50 A-(" 4.50 $7.00 841.50 A-(" ".10 ("."0 ("."0 A-(" 7.(0 4(.80 4(.80 A-(" .70 58.$0 87.(0 A-(" 1$.$0 7(.$0 10.80 A-(" 14."0 87."0 0.00

A-(" 18.40 110.40 ""$.40 A-(" $$.$0 1((.$0 (."0 A-(" $.$0 175.$0 5$5."0 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ 4"6#.&"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 4.50 $7.00 1(.50 A-(" ".10 ("."0 $7.45 A-(" 7.(0 4(.80 10.5 A-(" .70 58.$0 $.10

A-(" 1$.$0 7(.$0 ("."0 A-(" 14."0 87."0 0.00 A-(" 18.40 110.40 "".$4 A-(" $$.$0 1((.$0 4"."$ A-(" $.$0 175.$0 1$$."4 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ #5#.&"


C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

29/48

A-(" (.5" $1.(5 10."8 A-(" 4.7( $8.(7 $8.(7 A-(" 5.5 (5." (5." A-(" 7.1$ 4$.71 0.00 A-(" 8.7 5(.8$ "4.58 A-(" 10.8$ "4.4 45.45 A-(" 14.$4 85.41 11.57 A-(" 17."1 105."5 0.00 A-(" $(.40 140.40 0.00

Σ #44.27

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 $4.40 A-(" 7.(0 4(.80 4(.80 A-(" 1$.$0 7(.$0 0.00

6'.2"

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 5.8$

A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 5.8$ A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( $(.84

Σ 2&9.7'

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 47.85 A-(" (5.(( (5.(( 4$.(

Σ 9".24

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 (08.70 A-(" 1.55 .($ 1(0.5$ A-(" 4.0" 4.0" 1(.15

0.54 0.54 $(.7"Σ 476.&2

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 411."0

Σ 4&&.6"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.$0 175.$0 "5.70 A-(" 1$$."" 1$$."" 44.1" A-(" 1".$5 1".$5 11.$$

8/17/2019 Metrado Tat - 100kph - A36

30/48

SAE-1045 (.85 $(.1$ 8(.$(Σ #&2.#&

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 480.00 480.00 480.00 A-(" (0.00 (0.00 180.00 A-(" 150.00 150.00 0.00

A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 80.00 A-(" 100.00 100.00 $00.00 A-(" "0.00 "0.00 "0.00 A-(" $40.00 $40.00 $40.00

Σ &44".""


/=.5 466.72

$%

8/17/2019 Metrado Tat - 100kph - A36

31/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR (".00M - 100>?@ - A(CLIENTE: ENTEL







ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L (8X(8X4.5 PA $".00 50.00$ L 50X50X4 PA 8".00 15.00( L $.5X$.5X(31" PA 150.00 $5.004 L $.5X$.5X134 PA 15.00 (.005 L (X(X134 PA .00 $.00" L 100X100X" PA 0.00 0.007 L 100X100X8 PA 18.00 (.007 L 4X4X(38 PA 18.00 (.00

8 L 1$5X1$5X10 PA 18.00 (.00 L "X"X(38 PA 0.00 0.0010 L "X"X13$ PA 0.00 0.0011 L 150X150X1" PA 0.00 0.001$ L $00X$00X1" PA 0.00 0.00

EMPALMES

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X(31" PA (.00 0.50( L $.5X$.5X134 PA 4.50 0.75( L (X(X134 PA (.00 0.504 L 100X100X" PA 1.50 0.$5

4 L 100X100X8 PA 1.50 0.$55 L 4X4X(38 PA 1.50 0.$5" L 1$5X1$5X10 PA (."0 0."07 L "X"X(38 PA 0.00 0.008 L "X"X13$ PA 0.00 0.007 L 150X150X1" PA 0.00 0.00

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:


METRADO

8/17/2019 Metrado Tat - 100kph - A36

32/48

( PL - (X134 PA ".00 1.004 PL - 4X134 PA (.00 0.504 PL - 4X531" PA (.00 0.505 PL - 46(38 PA (.00 0.50" PL - 5X(38 PA 7.$0 1.$07 PL - "X(38 PA 0.00 0.008 PL - "X13$ PA 0.00 0.007 PL - "X538 PA 0.00 0.008 PL - 8X538 PA 0.00 0.00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L $.5X$.5X134 PA 4.00 1.00$ L (X(X134 PA 0.00 0.004 L 100X100X8 PA 0.00 0.00

CARTELAS:


( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 0.00 1.005 PL-*!"MM HORIONTALES M$ 0.0 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 0.5" 1.00

PLACA CENTRAL:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.00 1.00$ PL-*!"MM DIAGONALES M$ 0.7$ 1.00( PL-*!45MM DIAGONALES M$ 1.$0 1.00

ESCALERA PEATONAL: H ! #6

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 75."0 1$."0$ PA 7$.00 1$.00( PL *!134 M$ 1.00 0.$74 ML (8.00 (8.00

ESCALERILLA DE CABLES: H ! #6

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 100.80 1".80

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 1$5X1$5X10 PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! 1 M$ 1.00 0.48

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

33/48

4 PERNOS DE ANCLAE SAE 91 PA 1.$0 15.00



4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $" PLATA#ORMA DE DESCANSO GBL 17 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

34/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 7.$0 A-(" (.50 $1.00 (01.00 A-(" 4.50 $7.00 "75.00 A-(" ".10 ("."0 1.50 A-(" 7.(0 4(.80 "5.70 A-(" .70 58.$0 0.00 A-(" 1$.$0 7(.$0 $1."0 A-(" 14."0 87."0 $"$.80

A-(" 18.40 110.40 ((1.$0 A-(" $$.$0 1((.$0 0.00 A-(" $.$0 175.$0 0.00 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ 2746.""

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 4.50 $7.00 1(.50 A-(" ".10 ("."0 $7.45 A-(" 7.(0 4(.80 $1.0 A-(" .70 58.$0 14.55

A-(" 1$.$0 7(.$0 18.(0 A-(" 14."0 87."0 $1.0 A-(" 18.40 110.40 "".$4 A-(" $$.$0 1((.$0 0.00 A-(" $.$0 175.$0 0.00 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ &'#.'4


C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

35/48

A-(" (.5" $1.(5 $1.(5 A-(" 4.7( $8.(7 14.1 A-(" 5.5 (5." 17.84 A-(" 7.1$ 4$.71 $1.(5 A-(" 8.7 5(.8$ "4.58 A-(" 10.8$ "4.4 0.00 A-(" 14.$4 85.41 0.00 A-(" 17."1 105."5 0.00 A-(" $(.40 140.40 0.00

Σ &79.24

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 $4.40 A-(" 7.(0 4(.80 0.00 A-(" 1$.$0 7(.$0 0.00

24.4"

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 44.8"

A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 44.8" A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( 1.87

Σ &'5.9"

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 (5.8 A-(" (5.(( (5.(( 4$.(

Σ 7'.2'

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 $"4."0 A-(" 1.55 .($ 111.87 A-(" 4.0" 4.0" 1(.15

0.54 0.54 $0.5$Σ 4&".&4

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 (5$.80

Σ #52.'"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 18.40 110.40 41.40 A-(" 1$$."" 1$$."" 44.1" A-(" 1".$5 1".$5 4.$0

8/17/2019 Metrado Tat - 100kph - A36

36/48

SAE-1045 (.85 $(.1$ ".("Σ 249.&2


A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 80.00 A-(" 100.00 100.00 100.00 A-(" "0.00 "0.00 "0.00 A-(" $$0.00 $$0.00 $$0.00

Σ ".""


/=.5 #4#.7'

$%

8/17/2019 Metrado Tat - 100kph - A36

37/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR (0.00M - 100>?@ - A(CLIENTE: ENTEL







ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L (8X(8X4.5 PA $0.00 4.00$ L 50X50X4 PA 45.00 8.00( L $.5X$.5X(31" PA 110.00 1.004 L $.5X$.5X134 PA 15.00 (.005 L (X(X134 PA .00 $.00" L 100X100X" PA 0.00 0.007 L 100X100X8 PA 18.00 (.008 L 4X4X(38 PA 18.00 (.00

L 1$5X1$5X10 PA 0.00 0.0010 L "X"X(38 PA 0.00 0.0011 L "X"X13$ PA 0.00 0.001$ L 150X150X1" PA 0.00 0.001( L $00X$00X1" PA 0.00 0.00

EMPALMES


4 L 100X100X8 PA 1.50 0.$55 L 4X4X(38 PA (.00 0.50" L 1$5X1$5X10 PA 0.00 0.007 L "X"X(38 PA 0.00 0.008 L "X"X13$ PA 0.00 0.007 L 150X150X1" PA 0.00 0.00

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:


METRADO

8/17/2019 Metrado Tat - 100kph - A36

38/48

( PL - (X134 PA ".00 1.004 PL - 4X134 PA (.00 0.504 PL - 4X531" PA (.00 0.505 PL - 46(38 PA ".00 1.00" PL - 5X(38 PA 0.00 0.007 PL - "X(38 PA 0.00 0.008 PL - "X13$ PA 0.00 0.007 PL - "X538 PA 0.00 0.008 PL - 8X538 PA 0.00 0.00



CARTELAS:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.00 1.00$ PL-*!"MM DIAGONALES M$ 0."0 1.00

( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 0.00 1.005 PL-*!"MM HORIONTALES M$ 0."0 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 0.45 1.00

PLACA CENTRAL:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.00 1.00$ PL-*!"MM DIAGONALES M$ 0.48 1.00( PL-*!45MM DIAGONALES M$ 1.$0 1.00

ESCALERA PEATONAL: H ! #"

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA "(.00 10.50$ PA "0.00 10.00( PL *!134 M$ 1.00 0.$74 ML ($.00 ($.00

ESCALERILLA DE CABLES: H ! #"

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 84.00 14.00

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 4X4X(38 PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! (34 M$ 1.00 0.48

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

39/48

4 PERNOS DE ANCLAE SAE 9(34 PA 1.$0 15.00



4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL $" PLATA#ORMA DE DESCANSO GBL 17 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

40/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 78(.00 A-(" (.50 $1.00 157.50 A-(" 4.50 $7.00 45.00 A-(" ".10 ("."0 1.50 A-(" 7.(0 4(.80 "5.70 A-(" .70 58.$0 0.00 A-(" 1$.$0 7(.$0 $1."0 A-(" 14."0 87."0 $"$.80

A-(" 18.40 110.40 0.00 A-(" $$.$0 1((.$0 0.00 A-(" $.$0 175.$0 0.00 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ 2"75.&"


A-(" 1$.$0 7(.$0 18.(0 A-(" 14."0 87."0 4(.80 A-(" 18.40 110.40 0.00 A-(" $$.$0 1((.$0 0.00 A-(" $.$0 175.$0 0.00 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ .5"


C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

41/48

A-(" (.5" $1.(5 $1.(5 A-(" 4.7( $8.(7 14.1 A-(" 5.5 (5." 17.84 A-(" 7.1$ 4$.71 4$.71 A-(" 8.7 5(.8$ 0.00 A-(" 10.8$ "4.4 0.00 A-(" 14.$4 85.41 0.00 A-(" 17."1 105."5 0.00 A-(" $(.40 140.40 0.00

Σ ."&

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 0.00 A-(" 7.(0 4(.80 0.00 A-(" 1$.$0 7(.$0 0.00

".""

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 $.1

A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 $.1 A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( 15.0

Σ &52."2

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 $(.( A-(" (5.(( (5.(( 4$.(

Σ 66.#2

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 $$0.50 A-(" 1.55 .($ (.$( A-(" 4.0" 4.0" 1(.15

0.54 0.54 17.$8Σ #44.&5

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 $4.00

Σ 294.""

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 14."0 87."0 ($.85 A-(" 1$$."" 1$$."" 44.1" A-(" 147.1 147.1 70."5

8/17/2019 Metrado Tat - 100kph - A36

42/48

SAE-1045 $.17 1(.01 (.0$Σ &'6.67


A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 80.00 A-(" 100.00 100.00 100.00 A-(" "0.00 "0.00 "0.00 A-(" $00.00 $00.00 $00.00

Σ "".""


/=.5 2'&.6#

$%

8/17/2019 Metrado Tat - 100kph - A36

43/48

PROYECTO: TORRE AUTOSOPORTADA TRIANGULAR (0.00M - 100>?@ - A(CLIENTE: ENTEL


CARGAS EXISTENTES: 0 ANTENAS M D!$40m$ ANTENAS M D!1$0m0 ANTENAS M D!0"0m0" ANTENAS R# 0" RRU





ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L (8X(8X4.5 PA 175.00 (0.00$ L 50X50X4 PA 8$.00 14.00( L $.5X$.5X(31" PA 48.00 8.004 L $.5X$.5X134 PA 1$.00 $.005 L (X(X134 PA 0.00 0.00" L 100X100X" PA 18.00 (.007 L 100X100X8 PA 18.00 (.008 L 4X4X(38 PA 0.00 0.00

L 1$5X1$5X10 PA 0.00 0.0010 L "X"X(38 PA 0.00 0.0011 L "X"X13$ PA 0.00 0.001$ L 150X150X1" PA 0.00 0.001( L $00X$00X1" PA 0.00 0.00

EMPALMES


4 L 100X100X8 PA (.00 0.505 L 4X4X(38 PA 0.00 0.00" L 1$5X1$5X10 PA 0.00 0.007 L "X"X(38 PA 0.00 0.008 L "X"X13$ PA 0.00 0.007 L 150X150X1" PA 0.00 0.00

8 L $00X$00X1" PA 0.00 0.00

CUBREPLACAS:


METRADO

8/17/2019 Metrado Tat - 100kph - A36

44/48

( PL - (X134 PA ".00 1.004 PL - 4X134 PA (.00 0.504 PL - 4X531" PA ".00 1.005 PL - 46(38 PA 0.00 0.00" PL - 5X(38 PA 0.00 0.007 PL - "X(38 PA 0.00 0.008 PL - "X13$ PA 0.00 0.007 PL - "X538 PA 0.00 0.008 PL - 8X538 PA 0.00 0.00



CARTELAS:

ITEM DESCRIPCION UND AREA 'm$2 CANTIDAD1 PL-*!8MM DIAGONALES M$ 0.00 1.00$ PL-*!"MM DIAGONALES M$ 0.(0 1.00

( PL-*!45MM DIAGONALES M$ 1.44 1.004 PL-*!8MM HORIONTALES M$ 0.00 1.005 PL-*!"MM HORIONTALES M$ 0.(0 1.00" PL-*!45MM HORIONTALES M$ 0.7$ 1.007 PL-*!45MM REDUNDANTES M$ 0.(4 1.00

PLACA CENTRAL:



ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA 50.40 8.40$ PA 48.00 8.00( PL *!134 M$ 1.00 0.$74 ML $".00 $".00


ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 50X50X4 PA "7.$0 11.$0

ZAPATAS:

ITEM DESCRIPCION UND LONG 'm2 CANTIDAD1 L 100X100X8 PA $.$5 0.(8$ PL *!13$ M$ 1.00 0.("( PL *! (34 M$ 1.00 0.48

BARRA LISA φ!538


8/17/2019 Metrado Tat - 100kph - A36

45/48

4 PERNOS DE ANCLAE SAE 9(34 PA 1.$0 15.00



4 SOPORTE MO 91.$0M GBL $5 SOPORTE MO 90."0M GBL 0" PLATA#ORMA DE DESCANSO GBL 17 SOPORTE DE PARARRAYO GBL 18 PLANTILLA GBL 1

PERNERIA:


1 " *; P*), ,

8/17/2019 Metrado Tat - 100kph - A36

46/48

ANCHO TRAMO

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" $.70 1".$0 47$.50 A-(" (.50 $1.00 $87.00 A-(" 4.50 $7.00 $1".00 A-(" ".10 ("."0 7(.$0 A-(" 7.(0 4(.80 0.00 A-(" .70 58.$0 174."0 A-(" 1$.$0 7(.$0 $1."0 A-(" 14."0 87."0 0.00

A-(" 18.40 110.40 0.00 A-(" $$.$0 1((.$0 0.00 A-(" $.$0 175.$0 0.00 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ &442.9"


A-(" 1$.$0 7(.$0 ("."0 A-(" 14."0 87."0 0.00 A-(" 18.40 110.40 0.00 A-(" $$.$0 1((.$0 0.00 A-(" $.$0 175.$0 0.00 A-(" (".1$ $1".7$ 0.00

A-(" 48.00 $88.00 0.00Σ &&4.""


C!IB!F!"#

8/17/2019 Metrado Tat - 100kph - A36

47/48

A-(" (.5" $1.(5 $1.(5 A-(" 4.7( $8.(7 14.1 A-(" 5.5 (5." (5." A-(" 7.1$ 4$.71 0.00 A-(" 8.7 5(.8$ 0.00 A-(" 10.8$ "4.4 0.00 A-(" 14.$4 85.41 0.00 A-(" 17."1 105."5 0.00 A-(" $(.40 140.40 0.00

Σ &&&.&5

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" ".10 ("."0 0.00 A-(" 7.(0 4(.80 0.00 A-(" 1$.$0 7(.$0 0.00

".""


A-(" (5.(( (5.(( 50.87 A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 14.5 A-(" (5.(( (5.(( $5.4( A-(" (5.(( (5.(( 11.$

Σ &&'.

ACERO P.U. '&/3m$2 PESO UNITARIO PESO TOTAL A-(" "$.80 "$.80 0.00 A-(" 4.85 4.85 11." A-(" (5.(( (5.(( 4$.(

Σ 54.#5

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 17".40 A-(" 1.55 .($ 74.58 A-(" 4.0" 4.0" 1(.15

0.54 0.54 14.04Σ 27'.&7

m

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" (.50 $1.00 $(5.$0

Σ 2#5.2"

ACERO P.U. '&/3m2 PESO UNITARIO PESO TOTAL A-(" 1$.$0 7(.$0 $7.45 A-(" 1$$."" 1$$."" 44.1" A-(" 147.1 147.1 70."5

8/17/2019 Metrado Tat - 100kph - A36

48/48

SAE-1045 $.17 1(.01 (.0$Σ &'&.27


A-(" 100.00 100.00 $00.00 A-(" 40.00 40.00 0.00 A-(" 100.00 100.00 100.00 A-(" "0.00 "0.00 "0.00 A-(" 180.00 180.00 180.00

Σ &2"".""


/=.5 224.&&

$%

Documents

Metrado Tat - 100kph - A36