alcances de obras y presupuesto avenida bolivar

7/21/2019 Alcances de Obras y Presupuesto Avenida Bolivar

1/40

ALCALDIA DE MANAGUADIRECCION GENERAL DE PROYECTOS

PROYECTO: AVENIDA BOLIVAR, TRAMO ENEL-ROTONDA UNIVERSITARIA

ESTIMACION DE COSTO COMPLETO

TASA

ETAPA DESCRIPCION UM CANTIDAD

05 PRELIMINARES

01 LIMPIEZA INICIAL

94237 Limpieza inicial cn e!"ip 32#434

02 REPLANTEO TOPOGRAFICO

9327% Replan&e &p'(a)c en calle* 32#434

05 CONSTRUCCIONES TEMPORALES

922+4 ,%

06 ROTULO

04277 R&"l &ip )*e -e ,$22m.2$44m/e*&("c&"(a me&alica 0 1inc li* c" ,

0 DEMOLICIONES Y RESTAURACIONES

+,72 Repa(acin -e acme&i-a* -micilia(e* -e a'"a* ne'(a* c" 25

+3,4 Repa(acin -e acme&i-a -micilia( -e a'"a p&a6le -e 34 c" 25

94,42 De*in&alaci8n man"al -e a-!"ine* -e cc(e&/incl$-e*al m: 2,#2%,

+,%5 m: ,,#,72

9%44 Demlicin cn e!"ip -e 6(-ill -e cnc(e& /inc$-e*al ml 2%2

9%4 Demlicin cn e!"ip -e 6"le;a( -e cnc(e& /inc$-e*al ml 73

++53 Remci8n -e a(6le* -e -iamm ,+

20 MOVIMIENTO DE TIERRA

01 CORTES

9427% E.ca;aci8n en la ;ia cn &(ac&( m? ,4#,3

05 CONFORMACION Y COMPACTACION

9394 m: 32#434

0 BOTAR TIERRA SOBRANTE DE E!CAVACION

92%+3 De*al -e &ie((a -e e.ca;aci8n a 5 @m/ca('a e!"ip m? ,5#37

"0 BASES Y SUBBASES

0" BASES ESTABILIZADA CON CEMENTO

93+4 Ba*e e*&a6iliza-a e.i*&en&e cn p(p(cin -e 4 -e cemen& m? %#45%

"5 CARPETA DE RODAMIENTO

02 CARPETA DE CONCRETO #IDRAULICO

+3%9 m: 32#434

9%344 Ace( -e (e"e(z G4+ ma=( al 4 /ali*&a(# a(ma( = clca( l6* ,%4#,+,

m:

m:

Campa -e ma-e(a -e pin/incl$pi*F&ec -e lam zinc pa(a )cina 'ale(6nce((a-

m:

Remci8n -e pa;imen& a*al&ic en calien&e e*p< cm /Inc$RemcinFlimpieza

Ni;elaci8n = cn(maci8n -e &e((ace(a/me($ De "n-aci8n cn cmp$ Ym$

Pa;imen& -e cnc(e& i-(a"lic MR42 @'cm2 e*p


2/40




TASA


45 CUNETA ANDENES Y BORDILLOS

0 ANDENES DE CONCRETO

92+7, An-en -e cnc(e& -e 3#+++ PSI -e 3 -e e*pe*( m: %#7%3

50 OBRAS DE PROTECCION

01 E!CAVACION PARA ESTRUCTURAS

9,7, E.ca;acin /cn (e&(e.ca;a-(a en (ma -e zana en &$ na&"(al m? 357

02 RELLENO TERRAPLENES PARA ESTRUCTURA

93275 Rellen = cmpac&aci8n man"al /cn api*na-(a m? 9,

92%+3 De*al -e &ie((a -e e.ca;aci8n a 5@m /ca('a e!"ip m? 29

0$ MURO DE CONCRETO REFORZADO

92++ Cnc(e& -e 3#+++ PSI /cn mezcla-(a m? ,3,

9%,%7 Cla- ;acia- ;i6(a- = c"(a- -e cnc(e& en ;i'a* cl"mna* = m"(* m?

92252 Cla- ;acia- ;i6(a- = c"(a- -e cnc(e& en zapa&a* m? 7

92+2 H(male&a en zapa&a -e "n-aci8n m: ,+,

93+ H(male&a me&alica en m"(* *=mn* *imila( /acce*(i* -e )aci8n al!"i$ m: +

9%344 Ace( -e (e"e(z G4+ ma=( al 4/ali*&a( a(ma( = clca( l6* 23#,2+

0 MURO DE CONTENCION DE PIEDRA CANTERA

+4%7 M"( -e pie-(a can&e(a -e +$,m.+$4+m.+$%+m/-e plan m? 4,

1" BARANDAS METALICAS DE PROTECCION

+,59 Ba(an-al -e 3 il ( -e &"6 (e- -iam


3/40




TASA


93740 E*&("c&"(a elec&(ica AK(ema&e *encill /7$%,3$2 >; c" 29

94107 E*&("c&"(a elec&(ica AP,K *p(&e -e %Jpa(a l"mina(ia -e alm6$ p"6lic c" 29

93574 E*&("c&"(a elec&(ica C,K*p(&e p(ima(i cn c("ce&a *encilla 7$%+,3$2+@; c" 2,

92884 E*&("c&"(a elec&(ia C4K -6le c(ece&a en -e an'"l 9+ 7$%,3$2+ >; c" 4

ALAMBRES

96194 Alam6(e elec&(ic &(iple. TN 4 /linea ae(ea *ec"n-a(ia ml %++

Linea p(ima(ia &(ia*ica 7$%,3$2+ >;$ In*&ala( ml 5+

LAMPARAS O LUMINARIAS

95702 c" 29

60 SE%ALIZACION #ORIZONTAL Y VERTICAL

01 SE%ALIZACION #ORIZONTAL

9%2%2 Pin&"(a -e linea -i*cn&in"a -e ,+cm$ Tip &()c ml ,#333

70 LIMPIEZA FINAL Y ENTREGA

01 LIMPIEZA FINAL

9%2%2 Limpieza )nal man"al /cn -e*al m: 32#434

PUENTES Y CA&A PUENTES

2 E!CAVACI'N PARA ESTRUCTURAS

93574 E.ca;aci8n Pa(a E*&("c&"(a* Cn E.ca;a-(a /Sin De*al m? ,39

92603 De*al -e &ie((a -e e.ca;acin a 5@m /Ca('a e!"ip m? ,5,

4 ME&ORAMIENTO PARA FUNDACIONES

96246 m? ,7

9394 m: %

6 CA&A PUENTE

93055 H(male&a Me&alica en M"(* S=mn* Simila( /ACC$ De Hiaci8n Al!"ila-* m: ,27

96279 H(male&a en l*a m: ,%

96344 Ace( -e Re"e(z G4+ Ma=( al 4 /Ali*&a(# A(ma( = Clca( l6* %#939

21125 Cnc(e& P(emezcla- HJc< 3+++ PSI Re;$ 24 m? 9

96167 Cla- acia- i6(a- Y C"(a- -e Cnc(e& en i'a* Cl"mna* = M"(* m? 9

7 ANDENES PEATONALES

03106 m: 24

$ BARANDALES

+,59 Ba(an-al -e 3 il ( -e &"6 (e- -iam


4/40




TASA


01 TRAZO Y NIVELACION

925+% ml E((K+9

06 DEMOLICIONES Y RESTAURACIONES

9257, Demlicin man"al -e pz -e ;i*i&a p($< a*&a 3m/inc$ E.c = -e*al c" 2

+,4 Le;an&a- -e pz* -e ;i*i&a +$%+m men* -el ni;el -e (a*an&e /inc$ T- c" 7

+447+ Baa( ni;el -e pz -e ;i*i&a a*&a < +$4+m c" 2+

9+73 Demlici8n man"al -e &(a'an&e* *encill /incl$ De*al c" ,5

92%2+ Limpieza -e &(a'an&e* -6le* = &(iple* /inc$ De*al c" ,

9%249 Remci8n = -e*al -e &"6e(ia TCR,2 ml 25

9%273 Remci8n = -e*al -e &"6e(ia TCR ,5 ml ,7

9,%5 Remcin = -e*al -e &"6e(ia TCR24 ml ,27

9257+ Saca( cn &ecle &"6e(ia -e cnc(e& -iam


5/40




TASA


93+ H(male&a me&alica en m"(* *=mn* *imila( /acce*(i* -e )aci8n /al!$ m: %

0 VERTEDEROS

92++ Cnc(e& -e 3#+++ PSI /cn mezcla-(a m? +

92+2 H(male&a en zapa&a -e "n-aci8n m: 23

9%,%5 Cla- ;acia- ;i6(a- = c"(a- -e cnc(e& en l*a* m? +

510 DISPOCITIVOS DE DRENA&E

01 POZOS DE VISITA

+3,3 c" ,,

+3,4 c" 3

+,9+ c" 4

02 TRAGANTES

+27+7 T(a'an&e *imple la-(ill c"a(&e(n +$7%.+$5.,$+2m al& c" ,

+3+ c" %

+2%34 c" ,9

C()*( +.

A+

C()*( 3.

IVAC()*( TOT

Pz PP -


6/40


7/40

CAMBIO 2%$74,

UNITARIO TOTAL

-

-

-

-

-

-

-

-

-

-

-

-


8/40

CAMBIO 2%$74,

UNITARIO TOTAL

-

-

-

-

-

-

-

-

-

-

--


9/40

CAMBIO 2%$74,

UNITARIO TOTAL

-

-

-

-

-

-

-


10/40

CAMBIO 2%$74,

UNITARIO TOTAL

-

-

,$++

-

-

-

--


11/40

DATOS RECOLECTADOS

L. I/ 2 "2,4"42"A. +. /+ 32#434$23

D.(/( +. 8(9.3 ; 73$3+

D.(/


12/40

+F45+$+ 2+$++ ,7$3,

+F++$+ 2+$++ ,,$94

+F2+$+ 2+$++ ,2$,2

+F37$2 ,7$, 9$99

+F7$2 2+$+2 ,3$7

+F77$2 ,9$99 ,7$23

+F%++$4 23$22 ,$97+F%2+$4 2+$+4 ,,$,3

+F%4+$4 2+$++ 5$37

+F%%+$4 ,9$95 7$+5

+F%5+$5 2+$3 5$47

+F7+,$, 2+$35 5$+%

+F72,$2 2+$+2 5$77

+F74,$2 2+$+4 9$29

+F7%,$2 2+$+3 ,+$+9

+F75,$2 2+$+2 ,+$52

+F5+,$3 2+$+2 ,2$9+F52,$3 ,9$99 ,2$%4

+F54,$3 2+$+, ,2$37

+F5%,$3 2+$+3 ,+$%9

+F55,$3 2+$+3 ,3$2

+F9+,$3 2+$+, 2+$%9

+F92,$3 2+$+, ,5$72

+F94,$4 2+$+, 22$93

+F9%,$3 ,9$99 ,9$,,

+F95,$4 2+$+3 ,,$4+

,F++,$3 ,9$9% $+

,F+2,$3 2+$+, 2$32

,F+4,$4 2+$+3 $+5

,F+%,$, ,9$77 %$,9

,F+5,$4 2+$27 $7

,F,+,$4 ,9$99 5$37

,F,2+$9 ,9$47 5$39

,F,4+$9 ,9$99 9$5

,F,%+$5 ,9$97 %$9

,F,5+$5 ,9$9% ,+$+

,F2++$5 2+$+2 7$3

,F22+$5 2+$+, 5$5


13/40

RELLENO

,4$2,

49$74 ,,$,

4%,$+5 22$%5

27,$39

2%%$7

25$25

3+7$7+

3,3$59

3,2$9

254$53

235$95

2+%$+7

,5,$72

,%+$32

,9$4,

,7$34

,%4$+2

,7,$97

,72$93

,57$92

2+7$2,

242$+2

25,$%%

VOLUMENM";

AREA M2;VOLUMEN

M";


14/40

322$%2

29+$5,

24+$4

,59$25

234$9%

3+7$,4

35$3227+$+4

,94$32

,4$,

,7$97

,%5$39

,%5$4,

,5+$9,

,93$99

2+9$27

237$%22$%9

2+$,5

23+$77

24,$97

339$79

394$,3

4,$9

4,9$

3+2$2%

,9$9

7,$9%

72$32

,,,$24

,2+$99

,4+$3+

,%3$,,

,52$,+

,%%$92

,%5$%

,7$32

,%,$,,

14,1"50" -


15/40

9$,3 ,52$%

4$43 55$%

$33 ,+%$%

$+% ,+,$2$74 ,,4$5

%$24 ,24$5

$%4 ,,2$5

3$99 79$5

4$77 9$4

2$99 9$5

4$5 97

4$95 99$%

4$7 9,$4

4$7 94

4$57 97$4

,++

3$% 73

$7 ,,4

,$5 222

3$75 43$%

$3 ,+7

%$+ ,2,

$,7 ,+3$4

4$99 99$5

$,% ,+3$2

$9 ,,,$5

%$3 ,27

7$ ,+

7$%2 ,2$4

$7, ,,4$2

$%% ,,3$2

$4, ,+5$2

$%3 ,,2$%$2 ,,+$4

%$+5 ,2,$%

%$72 ,34$4

9$, ,53

9$22 ,54$4

%$,4 ,22$5

9$+7 ,5,$4


16/40

%$+3 ,2+$%

$7, ,,4$2

2$4 +$5

2$24 44$5

2$35 47$%

,$74 34$5

2$5 72$,, 42$2

,$4, 25$2

2$%, 2$2

3$33 %%$%

%$+3 ,2+$%

4$5 9,$%

$+739%22% 94,$4

,333 %7%3$9,7


17/40

ELEMENTO LONGITUD ANC#O ALTO CONCRETO REFTRANS

MURO N( 1,2$2 ,$ +$3 $%3 ,2

,2$2 +$2 ,$5% 4$%% ,2

MURO N( 2%5$47 ,$ +$3 3+$5, ,2

%5$47 +$2 ,$ 2+$4 ,2

MURO N( "57$5 ,$ +$3 39$, ,2

57$5 +$2 ,$7 29$5 ,2

TOTAL ,3,$++


18/40

UROS DE CONCRETO REFORZADOSEPARACION DESARROLLO REF LONG SEPARACION DESARROLLO LBS TRANS

+$,5 ,$4 ,2 +$2 ,2$2 2,%$34

+$2 2$7, ,2 +$2 ,2$2 74$92

+$,5 ,$4 ,2 +$2 %5$47 ,#,%9$34

+$2 2$3 ,2 +$2 %5$47 3#34$,+

+$,5 ,$4 ,2 +$2 57$5 ,#495$%+

+$2 2$ ,2 +$2 57$5 4#9,4$3%


19/40

LBS LONG TOTAL LBS FORMALETA

2,9$3 43$%9 7$,

%49$25 ,#4+4$2+ 4%$7

,#,99$9 2#3%5$94 4,$+5

3#,,5$9 %#%3$+ 2+$4,

,#35$2% 3#+3%$5% 2$%5

4#3+7$,2 9#22,$45 295$2

TOTAL 23#,2+$2+ %,$77


20/40

ACERO ANCLAS ACERO PESO/ML

3/ 8 0.30 1/ 4 0.56

1/ 2 0.40 3/ 8 1.23

5/ 8 0.50 1/ 2 2.19

3/ 4 0.60 5/ 8 3.42

7/ 8 0.70 3/ 4 4.93

1 0.8 7/ 8 6.70

1 8.76


21/40

N%&!#' D!"(#i)(i'n

01 Poste Tronconico de Concreto a Instalar

02 Banco de Transforador a Instalar

03 !"inaria de #l"$rado

04 Poste de Concreto con !"inaria

05 Poste de Concreto con 2 !"inaria

06 !inea Priaria Trifasica %Instalar&

07 !inea 'ec"andaria

08 !inea Priaria Trifasica %(eo)er&

09 !inea 'ec"andaria %(eo)er&

10 Poste de Pino *+istente %(eo)er&


22/40

PROYECTO: AVENIDA BOLIVAR-ENEL

Cantia!" ! Mat!#ia$!"

LISTA DE MATERIALES ELECTRICOS

Si&*'$' +,M Cantia O*"!#

C/U 25.00

C/U 0.00 ,e 15 -)a 13.2/7.6 ). 120/250

C/U 21.00

C/U 20.00 Poste de concreto de 30 con !"

C/U 4.00 Poste de concreto de 30 con 2

! 78.54 7.6 ). # Instalar

! 594.49 #la$re Trile+ 4 #C'(.

! 112.57 76/13.20 . # *liinar

! 228.12 *liinar !inea 'ec"ndaria *+ist

C/U 6.00

R.)9.,$ P*&e T(ncnic 29$++

2$ L"mina(ia -e Al"m6(a- 29$++

Tio Co$ra 250 att 240 olt co'iilar


23/40

(i'n!"

inaria a Instalar

"inaria a Instalar

nte

n ocelda Interado 'l)ania o


24/40

TAE OFF DE AL

N CALLE TUBERIA LONGITUD TIPO

, 24 39$77 TCR

2 ,5 9$5% TCR3 24 %+$92 TCR

4 ,5 9$34 TCR

24 ,+7$+ TCR

% ,5 9$3 TCR

7 24 54$5 TCR

5 ,5 9$% TCR

9 24 75$,5 TCR

,+ ,5 5$,4 TCR

,, 24 24$7 TCR

,2 24 7$75 TCR,3 42 ,,%$92 TCR

,4 ,5 ,9$+ TCR

, 24 %$5, TCR

,% 24 39$59 TCR

,7 ,5 5$5 TCR

,5 24 ,+4$3, TCR

,9 ,5 5$25 TCR

2+ 24 %5$,3 TCR

2, ,5 7$5 TCR

22 24 5,$2% TCR

23 ,5 %$%+ TCR

24 2, 2$59 TCR

2 24 4$+4 TCR

2% ,5 9$9 TCR

27 24 9+$+4 TCR

25 ,5 $94 TCR

29 24 97$, TCR

3+ ,5 %$44 TCR

3, 24 9%$33 TCR

32 ,5 $4, TCR

33 24 54$55 TCR

34 ,5 ,,$%, TCR

3 24 7%$%5 TCR

3% ,5 %$+ TCR

37 24 ,,$+ TCR

35 24 2%$73 TCR

39 2, ,%$%9 TCR

4+ 3+ 4$2, TCR


25/40

E((K+5

TUBERIAS A INSTALARDESCRIPCION LONG E!CAVACION RELLENO

TBERIA D


26/40


27/40

ANTARILLADO SANITARIO

INICIA FIN AREA CAD ANC# E!C E!C RELLENO CAIDA

CABE1AL PPP 43$4 E((K+9 E((K+9 E((K+9

PPP CT2 ,2$7+ E((K+9 E((K+9 E((K+9PPP PPN 5,$79 E((K+9 E((K+9 E((K+9

PPN CT4 ,,$9% E((K+9 E((K+9 E((K+9

PPN PPM ,43$5 E((K+9 E((K+9 E((K+9

PPM TG7 ,,$%% E((K+9 E((K+9 E((K+9

PPM PPL ,,3$54 E((K+9 E((K+9 E((K+9

PPL TG5 ,,$7+ E((K+9 E((K+9 E((K+9

PPL PP> ,34$+4 E((K+9 E((K+9 E((K+9

PP> CT9 ,$57 E((K+9 E((K+9 E((K+9

CT3 CT 3+$2+ E((K+9 E((K+9 E((K+9

CT CT% ,+2$35 E((K+9 E((K+9 E((K+9PP,+, PP 32%$2 E((K+9 E((K+9 E((K+9

PP CT22 3%$+4 E((K+9 E((K+9 E((K+9

PP PP3 ,4$,7 E((K+9 E((K+9 E((K+9

PP3 PP4 %,$94 E((K+9 E((K+9 E((K+9

PP4 TG,% ,,$+ E((K+9 E((K+9 E((K+9

PP4 PP, ,4$3 E((K+9 E((K+9 E((K+9

PP, CT,, ,,$,, E((K+9 E((K+9 E((K+9

PP, PP 95$+ E((K+9 E((K+9 E((K+9

PP CT,3 ,+$24 E((K+9 E((K+9 E((K+9

PP PPG ,,5$3, E((K+9 E((K+9 E((K+9

PPG CT, 5$55 E((K+9 E((K+9 E((K+9

PP, PP,D ,32$9+ E((K+9 E((K+9 E((K+9

PPA PP% ,3$7 E((K+9 E((K+9 E((K+9

PPA CT,2 ,%$52 E((K+9 E((K+9 E((K+9

PPA PPB 2+9$9 E((K+9 E((K+9 E((K+9

PPB TG,4 ,$%+ E((K+9 E((K+9 E((K+9

PPB PPC 2,%$57 E((K+9 E((K+9 E((K+9

PCC CT,% 9$ E((K+9 E((K+9 E((K+9

PCC PPD ,%2$9+ E((K+9 E((K+9 E((K+9

PPD CT,7 7$2 E((K+9 E((K+9 E((K+9

PPD PPE ,3+$%, E((K+9 E((K+9 E((K+9

PPE TG,5 ,%$, E((K+9 E((K+9 E((K+9

PPE PPH ,29$2, E((K+9 E((K+9 E((K+9

PPH CT,9 ,+$+ E((K+9 E((K+9 E((K+9

CTA CT2+ ,4$+5 E((K+9 E((K+9 E((K+9

PP CT2, 4+$59 E((K+9 E((K+9 E((K+9

CT, TG 24$+9 E((K+9 E((K+9 E((K+9

CT, TG, E((K+5 E((K+9 E((K+9 E((K+9


28/40

E((K+5 E((K+5 E((K+5

CALCULO DE CANTIDADES DE OBRAS DE DREN&E

ALTURAE((K+9 A/*3++.) C(./*(E((K+9 R&"(a -e ca(pe&a A*al&ica m2

E((K+9 Rellen cn 6a*e -e %+ F4+ S m3 E((K+9E((K+9 Bace *"pe()cial m3

E((K+9 E.ca;acin pa(a e*&("c&"(a m3 E((K+9

E((K+9 Rellen = cmpac&acin m3 3#9,5$%

E((K+9 T"6e(ia SDR4, -e % ml E((K+9

E((K+9 Pz* -e ;i*i&a -e ,$+ ,$+ c" ,,$++

E((K+9 Pz* -e ;i*i&a -e ,$, 2$+, c" 3$++

E((K+9 Pz* -e ;i*i&a -e 2$+, 2$+ c" 4$++

E((K+9 Pz* -e ;i*i&a -e 2$ 3$+ c"

E((K+9 Pz* -e ;i*i&a -e 3$+ 3$+ c"

E((K+9 Pz* -e ;i*i&a -e 3$ 4$++ c"E((K+9 Cne.ine* Dmicilia(e* c(&a* c" E((K+9

E((K+9 Cne.ine* Dmicilia(e* La('a* c" E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9


29/40

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9

E((K+9


30/40

CANTIDAD ECAACION

CORTA LARGA CORTA2 LARGA2E((K+9

3 E((K+5 E((K+5 E((K+9 E((K+9

E((K+5 E((K+5 E((K+9 E((K+9E((K+5 E((K+5 E((K+9 E((K+9

E((K+5 E((K+5 E((K+9 E((K+9

E((K+5 E((K+5 E((K+9 E((K+9

E((K+5 E((K+5 E((K+9 E((K+9

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5 E((K+9 E((K+9

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+5 E((K+5

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9

E((K+9 E((K+9


31/40

E((K+5 E((K+5 E((K+5 E((K+5

C(D(/ T(* AV-"

25$+

E((K+5 3+5$75 ,$%54#,59$,

E((K+9 4#2%7$5 ,%$23 3#9+4$,+

4+$, 3#95$5+ ,4$ ,#53$%+

,#92$94 9$34


32/40


33/40

DESCRIPCION UM CANTIDADDEMOLICION DE PO1O C 2

LEANTAR PO1OS C 7

BAAR PO1OS C 2+DEMOLER TRAGANTE C ,5

TBERIA DE D


34/40

ITEM DESCRIPCION U.M CANTIDAD

05032 CONCRETO CICLOPEO M3 1.17

05367 LOSA DE CONCRETO M2 1.43

96047 EXCAVACION M3 0.93

96364 MEJORAMIENTO DE SUELO M3 0.43

93055 FORMALETA M2 6.82

PAREDESDESCRIPCION LONG ANC#O AREA ESP PARED

CENTRAL 2$22 ,$47 ,$92 +$3

ALETON +$, ,$++ +$3

DENTELLON 2$4+ +$2+ +$45 +$3+


35/40

VERTEDERO

CONCRETO FORMALETAPAREDES +$+,7 ,$3%

LOSA +$752% 22$3%

COLADO +$799%

VOLUMEN +$%7

+$3

+$,4


36/40

ELEMENTO LONGITUD ANC#O ALTO CONCRETO

LOSA SUP2+$2, 7$9 +$3 7$%

2+$2, 7$9 +$3

MURO IZ2+$2, +$3 2$%, ,9$+2

2+$2, +$3 2$%,

MURO DER2+$2, +$3 2$%, ,9$+2

2+$2, +$3 2$%,

TOTAL 9$%+

BASTONESELEMENTO LONGITUD REFTRANS EPARACION ESARROLL

BASTONES2+$2, , +$2 ,$2


37/40

ACERO ESTRUCTURAL EN LOSAREFTRANS SEPARACION DESARROLLO REF LONG EPARACION ESARROLL

, +$2 7$5 34 +$2 2+$2,

, +$, 7$5 34 +$2 2+$2,

, +$2 2$9 34 +$2 2+$2,

, +$, 2$9 34 +$2 2+$2,

, +$2 2$9 34 +$2 2+$2,

, +$, 2$9 34 +$2 2+$2,

LBS TRANS N( ELEMENTOS TOTAL LBS ,#+72$7 %$++ %#43%$+


38/40

LBS TRANS LBS LONG TOTAL LBS FORMALETA

%#972$57 3#95$4, ,+#95$25 ,4$,2

,3#577$42 3#95$4, ,7#5%2$53 $3

2#92$45 ,#44$3 4#,3%$53 %2$%,

#,9$ ,#44$3 %#7+3$9+ ,$974

2#92$45 ,#44$3 4#,3%$53 %2$%,

#,9$ ,#44$3 %#7+3$9+ ,4$,47

TOTAL +#+2$% 292$4%


39/40

ACERO ANCLAS ACERO

3/ 8 0.30 1/ 4

1/ 2 0.40 3/ 8

5/ 8 0.50 1/ 2

3/ 4 0.60 5/ 8

7/ 8 0.70 3/ 4

1 0.8 7/ 8

1


40/40

PESO/ML

0.56

1.23

2.19

3.42

4.93

6.70

8.76

alcances de obras y presupuesto avenida bolivar

Documents