Acu Puesto de Salud 24.08.2015

7/17/2019 Acu Puesto de Salud 24.08.2015

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ALARIO DE CON TRUCCIÓN CIV

MUNICIPALIDAD PROVINCIAL DE SULLANA

Gerencia de Desarrollo Urbano e Infraestructura

Sub Gerencia de Estudios ! "or#ulaci$n de Pro!ectos

PER ONAL OBRERO EVENTUAL A

Proyecto:

DESCRIPCION

*+&, RE-RI.UCIONES / COMPLEMEN-OS

Jornal Básico InicialIncremento de Jornal Básico

Jornal Basico incrementado J.B.

B. . !.

%e&'ro de (ida )%%*+, - (ida %/.5.00/mes

Bonicacin or oilidad *c'm'lada

**&, O.LIGACIONES DEL EMPLEADOR

)%%*+, # 9" J.B. ,om. B..!. (acac. rati.Jor. eriados no laorales *cc. de $raa;o # 1.53" J.B. ,om. B..!. (acac. rati. Jor. eriados no laorales

*..P. # 1.." J.B. ,om. B..!. (acac.

*6&, GAS-OS VARIA.LES / OCACIONALES

!. $. %. # 15" J.B. +i<'i

(acaciones # 10" J. B.

Jornales or dias eriados no laorales $otal

OVEROL

A()A+ 2 'nd. *n'ales. Incidencia ,iaria

REMUNERACION DIARIA

ORAS OM.RE 9

,ominical #904.87/52/100CJ.B.

raticaciones iestas PatriasD =aidad y *Eo ='eo "

*si&nacion )scolar30 J.B. / ?i;o

ANALISIS DE MOVILIZACION Y D

PROYECTO :

Localidad : !LL" #"R!" $E C!EE&'!LLO CETRO

$i+trito : C!EE&'!LLO CETRO

FEC." : ul15

$E-CR!PC!O $EL E'!PO

Ca)io* Ci+ter*a 27 15 165 .P7 2000 &L

Ca)io* ol9uete 6 7 330 .P7 10 #3

Car<ador Fro*tal 125 155 .P7 380 Yd3 C"T =50 4

#oto*i,eladora 125 .P C"T 120 &4

Tractor +obre oru<a+ 10 160 .P C"T $6$4

Rodillo Li+o ibratorio "uto(ro(ul+ado 0 100 .P7 = To*8

Co)(re+ora eu)atica ; .P7 250 330 PC#

#artillo eu)atico 25 2= A<8 R# 65; -L4

Co)(re+ora eu)atica 6 .P7 125 15 PC#

Co)(actador ,ibratorio ti(o (la*cha .P

ibrador de co*creto de .P7 280B

#e>cladora de co*creto ti(o tro)(o ;.P =11 P3

PES OAL DE LA MA!"INA#IA A MOVILIZA# $

$E-CR!PC!O T!PO $E !" LO&!T'$A)4

Ciudad de -ulla*a 'rb8 Po(ular illa #aria de Cie*e<uillo Ce*tro "+@altado 3800

Ciudad de -ulla*a 'rb8 Po(ular illa #aria de Cie*e<uillo Ce*tro "@ir)ado 1800

IEMPO OAL DE MOVILIZACION PO# VIA%E $

Co+to de al9uiler horario de u* Ca)i?* (lata@or)a :

)ero de ,iaDe+ re9uerido+ ida 4 Pe+o Total/1= :

!da ,uelta

CALC"LO DE COSO MOVILIZACION Y DESMOVILIZACION S I(V $

CALC"LO DE COSO DE A"OMOVILIZACION Y DESMOVILIZACION S I(V $ CAMION CISE#N

$E-CR!PC!O T!PO $E !" LO&!T'$A)4

Ciudad de -ulla*a 'rb8 Po(ular illa #aria de Cie*e<uillo Ce*tro "+@altado 3800 Ciudad de -ulla*a 'rb8 Po(ular illa #aria de Cie*e<uillo Ce*tro "@ir)ado 1800

IEMPO OAL DE MOVILIZACION PO# VIA%E $

Co+to de al9uiler horario de u* Ca)i?* Ci+ter*a)ero de ,iaDe+ re9uerido+ ida 4

!da ,uelta

#EOR"#!ETO Y "#PL!"C!O $E LO- -EC!EE&'!LLO CETRO7 $!-TR!TO Y PRO

OT" : Para )o,ili>ar la )a9ui*aria +e u+arG u* ca)i?* (lata@or)a 6 H 7 de 300 .P7 co* ca(acidad de car<a de 1= To*elada+7 a+i auto)o,ili>aci?* del ca)i?* ci+ter*a del ca)i?* ,ol9uete8

i?* (lata@or)a

S*& +2&00

ROPEC'"R!" !LL" #"R!" $E

rado el co+to (or hora+ )uerta+7 *i la

PROYECTO

FECHA : JULIO DEL 2015

A ) EQUIPO TRANSPORTADO

TIPO DE VEHICULO PESO DISTUND A MOVILIZAR Y DESMOVILIZAR CAMION CAMION

CAMA BAJA CAMA BA

KG 25 TON 1! TON

1 CARGADOR S/LLANTAS 125-155 HP 3 YD3. 16,584.00

0 CARGADOR SOBRE LLANTAS 160-195 HP 3.5 YD3. 18,585.00 -

0 CARGADOR SOBRE LLANTAS 200-250 HP 4.1 YD3. 20,286.00 -

0 CHANCAD.PRIM.SECND.5!A"AS #5HP 46-#0 T/ 39,000.00 -

0 E$CA%ADORA SOBRE LLANTAS 58 HP 1 YD3 9,000.00

0 E$CA%ADORA SOBRE ORGAS 115-165 HP 0.#50 - 1.6 YD3 23,400.00 -

0 GRA HIDRALICA ATOPROPLSADA 18 TON 20,000.00 -

0 MINICARGADOR #0 HP 12,300.00

0 MOTONI%ELADORA 145 - 150 HP 13,540.00

0 PA%IMENTADORA SOBRE ORGA 105 HP 10-16 12,000.00

0 PLANTA DE AS!ALTO EN CALIENTE 120 TON/HS 46,800.00

0 RODILLO LISO %IBRATORIO ATOP #0-100 HP #-9T #,300.00

0 RODILLO LISO %IBRATORIO ATOP 101-135 HP 10-12T 11,100.00

0 RODILLO LISO %IBRATORIO MANAL 10.8 HP 0.8-1.1 TON 800.00

0 RODILLO NEMATICO ATOPROPLSADO 135 HP 9-26 TON 9,000.00

0 RODILLO TANDEM %IBRATORIO ATOPROPLSADO 111-130 HP 9-11 TON 8,000.00

0 TRACTOR DE ORGAS DE 190-240 HP 20,520.00 - 1 COMPRESORA NEMATICA 8# HP, 250 - 330 PCM 2,000.00

1 COMPRESORA NEMATICA #6 HP, 125 - 1#5 PCM 2,000.00

2 COMPACTADOR %IBRADOR TIPO PLANCHA 4HP 95.00

0 COMPACTADOR %IBRADOR TIPO PLANCHA #HP 160.00

1 E&IPO DE SOLDAR DE 250AMP 90.00

1 ME'CLADOR DE CONCRETO TIPO TAMBOR 8 HP, 9 - 11P2 2,200.00 0 'ARANDA %IBRATORIA 4( ) 6( ) 14 M.E. 15 HP #,000.00 -

TOTALES PESO $ TOTALES VIAJES DRACION DEL %IA"E DE IDA 0.10 !ACTOR DE RETORNO %ACIO 1.00 COSTO HORARIO AL&ILER E&IPO 249.06 1

MO%ILI'ACION DE E&IPO TRANSPORTADO -

DESMO%ILI'ACION DE E&IPO TRANSPORTADO -

TOTAL MOVILIZACION Y DESMOVILIZACION EQUIPO TRANSPORTADO

B ) EQUIPO AUTO TRANSPORTADO

CANT DESCRIPCION P(* +K,) HORAS

1 CAMION CISTERNA 4$2 3,000 GAL 1#8-210 HP *INC MOTOBOMBA #-10 HP 3( 4(+ 19135 35.00 1 CAMIONETA PIC-P 4)2 CABINA SIMPLE. 90 HP 1000 50.00 1 CAMIONETA DOBLE TRACCION 90 HP 2#40 50.00 1 GRA MECANICA SOBRE CAMION 318 HP 35 TON- 9M 3600 35.00 3 CAMION %OL&ETE 6 $ 4 DE 10 M3, 330 HP 26000 35.00

MO%ILI'ACION

DESMO%ILI'ACION

SEGROS DE TRANSPORTE *10+

TOTAL MOVILIZACION Y DESMOVILIZACION EQUIPO AUTO TRANSPORTADO

COSTO DE MOVILIZACION Y DESMOVILIZACION DE EQUIPOS: C S - . P7 % M C

%IA AS!ALTADA 2.50 50.00

%IA A NI%EL A!IRMADO 1.50 30.00

: .MEJORAMIENTO Y AMPLIACION DE LOS SERVICIOS DE SALUD EN EL PUESTO DE SALUD DE LA URB POPULAR AGROPEDISTRITO Y PROVINCIA DE SULLANA$PIURA.

SEGROS DE TRANSPORTE *10+

V(*343 P*6+K6-H)

C A L C U L O D E L

T I E M P O D E

M O V I L I Z A C I O N D E

Q U I P O S + C 4 6 4 7 4 8 4

9 S ( 6 2 T 5 4 9 0 ( 5 ) DISTANCIA

+K6)VELOCIDAD

PROMEDIO +K6-H)TIEMPO

PROMEDIO

E-PEDIENE ECNICO

P#OYECO

.EC/A : 'L!O $EL 2015

#ANSPO#E PA(ADO

1& E!"IPO

1800 Ca)i?* Ci+ter*a 3000 &l* 1;210 .P4 Caaidad

Coo 7 D8a S*& 9

Diania Media

CALC"LO DE #ENDIMIENO ; d ;

elocidad Car<ado 25

elocidad $e+car<ado 35

Tie)(o de Car<a $e+car<a 35I

Tie)(o de Recorrido Car<ado 60 d

'&00 d15

Tie)(o de Recorrido $e+car<ado

3&00 d20

)&00 d

Total Ciclo 35<=>)&00 d?

Tie)(o Jtil ; .ora+ K 60 #i* K 07=0 32800

N@ME#O DE VIA%ES $

Tie)(o 'til

Total Ciclo 35I800 d4

VOL"MEN #ANSPO#ADO >#ENDIMIENO?

Ca(acidad K M iaDe+ 11836 K 32800

7=0583

35I800 d4 35I800

-u(o*ie*do u*a $i+ta*cia #edia BdB 0850 A) obra a Ca*al $a

VOL"MEN #ANSPO#ADO 12)&'1 M3

12)'10&00 (LN

Co+to / )3 Co+to Total 170168=5

7=05836

35I800 d4

COSO PO# M39 0&20)3 7 > 35<=>)&00 d? ?

: B#EOR"#!ETO Y "#PL!"C!O $E LO- -ER!C!O- $E -"L'$ E EL P'E-TO $E -"L'$ $E L" 'R8 POP'L"R "&ROPEC'"R!" !LL"

C!EE&'!LLO CETRO7 $!-TR!TO Y PRO!C!" $E -'LL""P!'R"B

olu)e*Tra*+(ortado

10 P ; 1

An4ii de Beio uniaBio

<<:7 010200' MEJORAMIENTO Y AMPLIACION DE LOS SERVICIOS DE SALUD EN EL PUESTO DE SALUD DE LA URB POPULAR AGROPECUARIA

<<:7 00' CONSOLIDADO !? <<:7 01-0%-2015

: 01010101 LIMPIEZA DE TERRENO MANUAL

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 1&5)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0100 18.38 0.18

101010005 PEON 1.0000 0.1000 13.85 1.39

: 01010102 TRAZO/ NIVELES Y REPLANTEO

>:7 62-DIA MO. 5000000 E&. 5000000 :7 ?:7 7 ; >2 1&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0160 18.38 0.29

101010005 PEON 2.0000 0.0320 13.85 0.44

M4>(4(

2130300010002 YESO BOLSA 12 F 7 0.0100 2.10 0.02

231010001 MADERA TORNILLO 2 0.0500 5.08 0.25

CLA%OS CON CABE'A PROMEDIO F 0.0100 2.86 0.03

204030001 ACERO CORRGADO 4200 F/?>2 GRA F 0.0100 2.25 0.02

NI%EL TOPOGR!ICO > 0.5000 0.0080 20.00 0.16

TEODOLITO > 0.5000 0.0080 11.65 0.09

: 01010201 E@CAVACION DE ZANJA PARA SARDINEL-UAS DE VEREDAS TERRENO SR

>:7 6-DIA MO. !"2000 E&. !"2000 :7 ?:7 7 ; > 2&65

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0090 18.38 0.16

101010005 PEON 2.0000 0.1#94 13.85 2.48

: 01010202 E@CAVACION DE ZANJA PARA DADOS DE CONCRETO CON MAQUINARIA

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 132&')

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010005 PEON 10.0000 3.2000 13.85 44.32

1010100060002 OPERADOR DE E&IPO LI%IANO 2.0000 0.6400 18.38 11.#6%1"%

3011400020005 MARTILLO NEMATICO DE 25 F > 2.0000 0.6400 33.90 21.#0

3011400060002 COMPRESORA NEMATICA 125-1#5 PCM, # > 1.0000 0.3200 152.54 48.81

: 0101020# RELLENO COMPACTADO CON EQUIPO MATERIAL PROPIO

>:7 6#-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; >3 3)&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

1010100060002 OPERADOR DE E&IPO LI%IANO 0.1600 0.0#11 18.38 1.31

101010004 O!ICIAL 1.0000 0.266# 15.40 4.11

101010005 PEON 3.0000 2.1333 13.85 29.55

30110000# COMPACTADOR %IBRATORIO TIPO PLANCH J 1.0000 0.0333 101.69 3.39

: 0101020& RELLENO CON AFIRMADO DE &. EN INTERIORES INC VEREDAS PERIMETRALES

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ,&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0400 18.38 0.#4

101010005 PEON 2.0000 0.1600 13.85 2.22

2"%M4>(4(

2#1050139 A!IRMADO PESO EN OBRA >3 0.1250 32.20 4.03

290130022 AGA >3 0.0150 10.1# 0.15

: 01010#01 CONCRETO FC1&0 KG-CM2 EN DADOS DE CONCRETO

>:7 6#-DIA MO. '0000 E&. '0000 :7 ?:7 7 ; >3 2)'&+3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.5#14 18.38 10.50

101010004 O!ICIAL 0.5000 0.5#14 15.40 8.80

101010005 PEON 2.5000 2.85#1 13.85 39.5#

M4>(4(

20#0100010005 PIEDRA CHANCADA 1/2( PESTA EN OBRA >3 0.6200 #2.03 44.66

20#0200010003 ARENA GRESA PESTA EN OBRA >3 0.5000 38.14 19.0#

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 #.0000 20.68 144.#6

290130022 AGA >3 0.0155 10.1# 0.16

3012900010005 %IBRADOR DE CONCRETO 4 HP 2.40( > 0.2500 0.3333 #.42 2.4#

3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 0.2500 0.3333 14.83 4.94

: 01020101 TABIQUERIA DE DRYALL E 015

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 6,&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.5#14 18.38 10.50

101010004 O!ICIAL 1.0000 0.5#14 15.40 8.80

101010005 PEON 1.5000 0.85#1 13.85 11.8#

M4>(4(

2041200010012 CLA%O DE !I"ACION 1( ?:7 0.0250 9.#0 0.24

222160009 MASILLA DRYKALL 2# G 0.1250 50.90 6.36

2380100020006 LI"A DE !IERRO 120*DRYKALL+ 0.0200 1.29 0.03

251030002 TORNILLO KA!ER P.!INA 8)13MM > 0.0150 31.00 0.4#

251030003 TORNILLO GYPLAC/SPERBOARD P. !INA > 0.0200 15.51 0.31

251030004 !LMINANTE MARRON CAL 22 ?:7 0.0200 18.40 0.3#

2621400010028 PLACA GYPLAC ST 2.44$1.22 M$12 MM 0.#400 22.80 16.8#

2#2010093 RIEL METALICO 65$25$0.45MM$3M 0.4000 #.50 3.00

2#4050002 PARANTE METALICO 64$38$0.45 MM$ 3M 1.0000 9.60 9.60

2901400020028 CINTA P/"NTA PAPEL 52 MM $ #5M EN INT 0.0200 6.40 0.13

: 01020102 PERFIL METALICO 2. &. 266 P-COLUMNAS

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; +2&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 0.2500 0.2000 13.85 2.##

M4>(4(

204180002 PLANCHA DE METAL DE 25 $ 25 $ 1/4( 1.0000 #.52 #.52

240020001 PINTRA ESMALTE 0.0360 39.83 1.432400800130006 THINER ACRILICO 0.0300 12.00 0.36

255080015 SOLDADRA CELLOCORD F 0.2500 10.63 2.66

2901000020020 PER!IL TBO RECTANGLAR DE 2( ) 4( ) 0.5000 106.00 53.00

3012#0005 MA&INA SOLDADORA ELECTRICA MONO! > 0.2500 0.2000 50.85 10.1#

: 01020201 CONCRETO EN SARDINELES SUMERGIDOS F1'5 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 3'0&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 1.2000 18.38 22.06

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 13.0000 5.2000 13.85 #2.02

M4>(4(

20#0200010003 ARENA GRESA PESTA EN OBRA >3 0.5400 38.14 20.60

20#0#0002 AGA >3 0.1800 10.1# 1.83

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 8.4300 19.41 163.63

: 01020202 ENCOFRADO Y DESENCOFRADO EN SARDINELES SUMERGIDOS 015 @ 0&5M

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 15&2)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010004 O!ICIAL 2.0000 0.1600 15.40 2.46

101010005 PEON 2.0000 0.1600 13.85 2.22

M4>(4(

201040001 PETROLEO D-2 0.0083 9.#5 0.08

2041200010010 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.0532 2.86 0.15

231010001 MADERA TORNILLO 2 1.6#96 5.08 8.53

2#00000010004 ALAMBRE NEGRO RECOCIDO 8 F 0.1333 2.68 0.36

: 0102020# JUNTA DE DILATACION CON ASFALTO E1.

>:7 6-DIA MO. 21%0000 E&. 21%0000 :7 ?:7 7 ; > )&63

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0185 18.38 0.34

101010005 PEON 6.0000 0.2222 13.85 3.08

M4>(4(

201040002 EROSENE INDSTRIAL 0.0143 8.85 0.13

2010500010001 AS!ALTO RC-250 0.0896 33.64 3.01

20#0200010003 ARENA GRESA PESTA EN OBRA >3 0.00#1 38.14 0.2#

2902400010028 LEA <: 0.056# 3.00 0.1#

3011400060003 COMPRESORA NEMATICA 250 - 330 PCM - > 0.1000 0.003# 169.49 0.63

: 0102020& CAMA DE APOYO E:0056

>:7 62-DIA MO. 2000000 E&. 2000000 :7 ?:7 7 ; >2 5&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0400 18.38 0.#4

101010004 O!ICIAL 1.0000 0.0400 15.40 0.62

101010005 PEON 3.0000 0.1200 13.85 1.66

M4>(4(20#0200010003 ARENA GRESA PESTA EN OBRA >3 0.0650 38.14 2.48

: 01020205 SUMINISTRO Y COLOCACION DE ADOQUIN 20@10@&CM EN PISOS Y VEREDAS

>:7 62-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; >2 ')&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.1600 15.40 2.46

101010005 PEON 1.0000 0.1600 13.85 2.22

M4>(4(

2160600010001 ADO&IN DE CONCRETO DE 0.10$0.20$0.0 >2 50.0000 0.69 34.50

20#0200010004 ARENA !INA PESTA EN OBRA >3 0.0060 35.59 0.21

: 01020#01 PUERTA CONTRAPLACADA PLANCHA &@!@%MM

>:7 62-DIA MO. #!000 E&. #!000 :7 ?:7 7 ; >2 252&+3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 4.2105 18.38 ##.39

101010005 PEON 1.0000 2.1053 13.85 29.16

M4>(4(

2041200010011 CLA%OS PARA MADERA S/C 3/4 F 0.1223 5.50 0.6#

222110001 COLA SINTETICA 0.0800 12.50 0.83

231020002 MADERA CEDRO PCALLPA 2 12.0000 5.95 6.4#

231050003 TRIPLAY DE 4 $ 8 $ 6 >> 0.6292 34.45 21.68

23#060012 BISAGRA DE !IERRO 4( C/TORNILLO 1#.0000 6.68 113.56

2380100030003 LI"A !INA PARA MADERA N100 1.08#3 2.00 3.1#

: 01020#02 BISAGRA DE ACERO ALUMINIZADO DE &. PESADA EN PUERTAS

>:7 =<3-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; +&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.#500 0.1500 18.38 2.#6

M4>(4(

23#0600010004 BISAGRA CAPCHINA ALMINI'ADA 4( 1.0000 6.5# 6.5#

: 01020#0# CERRADURA DOS GOLPES EN PUERTAS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; )3&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

M4>(4(

23#020002 CERRADRA DOS GOLPES TIPO !ORTE M- 1.0000 55.08 55.08

: 01020#0& MANIJA DE BRONCE &. PARA PUERTAS

>:7 =<3-DIA MO. 550000 E&. 550000 :7 ?:7 7 ; 22&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.1455 18.38 2.6#

M4>(4(

26#090016 MANI"A DE BRONCE DE 4( PARA PERTA 1.0000 19.49 19.49

: 01020#05

>:7 =<3-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; ',&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.1600 18.38 2.94

M4>(4(

2#2010006000# CANDADO !ORTE 60 >> CANAL NISTR 1.0000 44.92 44.92

ARMELLAS PARA CANDADO 1.0000 0.50 0.50

: 01020#0% VENTANAS BAJAS Y ALTAS DE ALUMINIO TIPO CORREDIZA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

CANDADO TIPO FORTE %066 INCLUYE ARMELLAS

M4>(4(

243120003 %ENTANAS DE ALMINIO TIPO CORREDI'A >2 1.0000 84.#5 84.#5

: 01020&01

>:7 62-DIA MO. 1#0000 E&. 1#0000 :7 ?:7 7 ; >2 ,6&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.2308 18.38 22.62

101010005 PEON 1.0000 0.6154 13.85 8.52

M4>(4(

204180009 PLANCHA PER!IL TIPO 4 DE 1.1> $ 2.44 > 0.4000 26.2# 10.51

2380100030001 LI"A AL AGA 100 0.1000 2.20 0.22

240020001 PINTRA ESMALTE 0.0400 39.83 1.59

2400800130006 THINER ACRILICO 0.0400 12.00 0.48

246160002 GANCHOS PARA S"ECION DE ETERNIT 1.39#5 0.30 0.42

251030005 TORNILLO ATOPER!ORANTES 3( ) 8>> 10.0000 0.10 1.00

2901000020020 PER!IL TBO RECTANGLAR DE 2( ) 4( ) 0.1000 106.00 10.60

2901000020021 PER!IL TBO RECTANGLAR DE 1 1/2( ) 3( 0.2400 85.00 20.40&%!1

3012#0005 MA&INA SOLDADORA ELECTRICA MONO! > 0.2500 0.1538 50.85 #.82

301340001 ANDAMIO METALICO J 0.6500 0.0500 23.00 1.15

: 01020501 PINTURA DE MUROS INTERIORES

>:7 62-DIA MO. #50000 E&. #50000 :7 ?:7 7 ; >2 ,&0,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.2286 18.38 4.20

101010005 PEON 0.2000 0.045# 13.85 0.63

M4>(4(

238010001 LI"A N 100 0.0100 0.#2 0.01

BROCHA DE 4( 0.0050 25.00 0.13

240010001 PINTRA LATE$ 0.0500 50.00 2.50

240150001 IMPRIMANTE 0.0300 16.95 0.51

3013400010009 ANDAMIO METALICO > 0.0500 0.0114 8.4# 0.10

: 01020502 PINTURA LATE@ EN MUROS E@TERIORES

>:7 62-DIA MO #00000 E&. #00000 :7 ?:7 7 ; >2 ,&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 0.2000 0.0533 13.85 0.#4

M4>(4(238010001 LI"A N 100 0.0100 0.#2 0.01

BROCHA DE 4( 0.0050 25.00 0.13

240010011 PINTRA LATE$ LA%ABLE 0.0500 50.00 2.50

240150001 IMPRIMANTE 0.0300 16.95 0.51

COBERTURA C- PLANCHA DE FIBRO CEMENTO INC ESTRUCTURA METALICA

: 0102050# PINTURA LATE@ EN BORDES Y DERRAMES

>:7 6-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; > 12&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.285# 18.38 5.25

M4>(4(

238010001 LI"A N 100 0.2000 0.#2 0.14

BROCHA DE 4( 0.0050 25.00 0.13

240150001 IMPRIMANTE 0.0556 16.95 0.94

3013400010009 ANDAMIO METALICO > 1.0000 0.285# 8.4# 2.42

: 0102050& PINTURA AL DUCO EN CARPINTERIA DE MADERA

>:7 62-DIA MO. 11'0000 E&. 11'0000 :7 ?:7 7 ; >2 +&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0684 18.38 1.26

101010005 PEON 0.1000 0.0068 13.85 0.09

M4>(4(

238010001 LI"A PARA MADERA 0.1600 0.#2 0.12

240020001 PINTRA ESMALTE 0.0600 39.83 2.39

E?=;*3012600010003 COMPRESORA MARCA ATLAS $AS 125 "D 2 > 1.0000 0.0684 84.03 5.#5

: 01020%01 SERVICIO DE GUARDIANIA

>:7 6(-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; >< )50&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010028 SER%ICIO DE GARDIANIA >< 1.0000 #50.00 #50.00

: 01020%02 TRASLADO Y RETORNO DE EQUIPOS Y MOBILIARIO

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 300&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2030200010005 TRASLADO Y RETORNO DE E&IPOS Y MO 1.0000 300.00 300.00

: 01020%0# LIMPIEZA GENERAL FINAL DE OBRA

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 50,&')

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

290240003000# LIMPIE'A !INAL DE LA OBRA 1.0000 508.4# 508.4#

: 01020'01 DESMONTAJE DE PUERTAS

>:7 62-DIA MO. #00000 E&. 150000 :7 ?:7 7 ; >2 ,&5+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

: 01020'02 DESMONTAJE DE VENTANAS

>:7 62-DIA MO. !00000 E&. 1%0000 :7 ?:7 7 ; >2 3&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1000 18.38 1.84

101010005 PEON 1.0000 0.1000 13.85 1.39

: 01020'0# DESMONTAJE DE TECHO LIVIANO

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 2&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0100 18.38 0.18

101010005 PEON 2.0000 0.2000 13.85 2.##

: 01020'0& DESMONTAJE DE ESTRUCTURA METALICA TUBULAR +COLUMNAS)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 2+&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.1000 18.38 1.84

101010005 PEON 2.0000 2.0000 13.85 2#.#0

: 01020'05 DESMONTAJE DE MURO DE DRYALL

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 13&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.#500 0.3#50 18.38 6.89

101010005 PEON 1.0000 0.5000 13.85 6.93

: 01020'0% DESMONTAJE DE TABLEROS ELECTRICOS Y-O MEDIDORES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 22&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 1.0000 15.40 15.40101010005 PEON 0.5000 0.5000 13.85 6.93

: 010#0101 SALIDA DE TECHO

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 )0&53

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

M4>(4(

2041200010009 CLA%OS DE ACERO DE 1/2( F 0.1500 6.00 0.90

2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

268010002 CA"A OCTOGONAL PESADA 100$55 MM 1.0000 1.#0 1.#0

2680800010004 CA"A RECTANG GAL% PESADA 4()2 1/8()2 1 1.0000 1.20 1.20

2#1010065 CABLE NH-80 1$ 4 >>2 > 9.5000 1.90 18.05

2#1030062 TERMINAL DE DCTO P%C-P T/PRESION 20 1.0000 1.80 1.80

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

222080012 PEGAMENTO PARA P%C 0.0020 150.00 0.30

: 010#0102 SALIDA DE PARED INTERRUPTOR SIMPLE

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 31&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 3.20

101010005 PEON 0.5000 0.666# 13.85 4.82

M4>(4(

2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2620500010006 INTERRPTOR BAELITA $ 1 SKITCH 1.0000 6.00 6.00

262140002 PLACA ALM. 2 CA%.CHAMPAGNE C/TORN. 1.0000 #.50 #.50

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

2#1030063 TERMINAL DE DCTO P%C-P T/PRESION 16 0.5000 1.50 0.#5222080012 PEGAMENTO PARA P%C 0.0020 150.00 0.30

: 010#0201 SALIDA PARA TOMACORRIENTES DOBLES CON LINEA A TIERRA

>:7 ;>*-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; :7 +2&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

2050400010012 CR%A P%C SAP P/INST. ELECT. DE 25 >> 2.0000 1.30 2.60

2050#00020029 TBERIA P%C SAP *ELEC+ 25 >> ) 3> 1.5000 5.80 8.#0

222080012 PEGAMENTO PARA P%C 0.0050 150.00 0.#5

241020001 CINTA AISLANTE 0.1000 3.81 0.38

2621400010026 PLACA DE ALMINIO ANODI'ADO DE 2 H 1.0000 6.#0 6.#0

262140001002# DADO TOMACORRIENTE BIPOLAR 15A / 220 2.0000 #.50 15.00

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.30

2#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

2#3010022 CONECTOR P%C SAP *ELEC+ 25MM 2.0000 0.#0 1.40

: 010#0202 SALIDA PARA EQUIPOS ESPECIALES EN LABORATORIO

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 103&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

M4>(4(

241020001 CINTA AISLANTE 0.1000 3.81 0.38

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.30

2#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

: 010#0#01 TABLERO DE DISTRIBUCION TD DE ! POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; 100&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

290250016 TABLERO ELECTRICO DE 8 POLOS 1.0000 14.32 14.32

4>34 010#0#02 INTERRUPTOR TERMOMAGNETICO 2 @ 15A

(<36(<>* =<3-DIA MO 1%0000 EQ 1%0000 4* 3(>* ;* : =<3 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O7410101000# OPERARIO 10000 05000 1!#! "1"

101010005 PEON 05000 02500 1#!5 #&%

M4>(4(

2%20500010005 INTERRUPTOR TERMOMAGNETICO 2 @ 15 =<3 10000 25&2 25&2

: 010#0#0# INTERRUPTOR TERMOMAGNETICO 2 @ 20A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

2620400010020 INTERRPTOR TERMOMAGNETICO 2 $ 20 1.0000 25.42 25.42

: 010#0#0& INTERRUPTOR TERMOMAGNETICO 2 @ #2A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 010#0#05 INTERRUPTOR DIFERENCIAL 2 @ #2 A-#066

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 13'&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

2620500040019 INTERRPTOR DI!ERENCIAL 2 $ 32 A/30> 1.0000 122.12 122.12

: 010#0&01 CAJA DE PASO OCTOGONAL

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 1+&++

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

2681400010004 CA"A DE PASE OCTOGONAL PESADA DE 3/ 1.0000 2.80 2.80

: 010#0501 E@CAVACION DE ZANJA 0%0 100 6 C- MAQ PARA TENDIDO DE CABLE T((<* S(6***

>:7 6-DIA MO. %2500 E&. %2500 :7 ?:7 7 ; > 115&,+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010005 PEON 1.0000 1.2800 13.85 1#.#3

1010100060002 OPERADOR DE E&IPO LI%IANO 1.0000 1.2800 18.38 23.53

3011400020005 MARTILLO NEMATICO DE 25 F > 1.0000 1.2800 33.90 43.39

: 010#0502 RELLENO MANUAL CON MATERIAL PROPIO PARA REDES ELECTRICAS

>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > +&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 4.0000 0.5333 13.85 #.39

M4>(4(

21601001# LADRILLO 18 HECOS 3.0000 0.48 1.44

2410500010002 CINTA SEALI'ADORA COLOR AMARILLO > 1.0000 0.23 0.23

: 010#050# ALIMENTADOR CABLE NYY 2$1%662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 6&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#00200010004 CABLE NYY 2-1$6 >>2 > 1.0300 4.05 4.1#

: 010#0%01 LAMPARA AHORRADOR DE 20

>:7 =<3-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; 1'&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

2610000010012 LAMPARA AHORRADOR DE 20 K 1.0000 6.48 6.48

: 010#0'01 CONE@IN A MEDIDOR MONOFASICO E@ISTENTE

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; )62&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010029 CONE$IN A MEDIDOR MONO!ASICO E$IS 1.0000 #62.#1 #62.#1

: 02010101 CASETA PARA ALMACEN/ OFICINA Y GUARDIANIA

>:7 M2-DIA MO. 200000 E&. 200000 ,)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010004 O!ICIAL 1.0000 0.4000 15.40 6.16

101010005 PEON 2.0000 0.8000 13.85 11.08

M4>(4(

2041200010005 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.2500 2.86 0.#2

213020004 CALAMINA GAL%ANI'ADA 0.5020 21.50 10.#9

231010001 MADERA TORNILLO 2 5.2000 5.08 26.42

231050003 TRIPLAY DE 4 $ 8 $ 6 >> 0.34#0 34.45 11.95

P)$* !A=$*P+*!*,* 2 0.0500 252.93 12.65

()=$*=* ,) *,)* 2 0.1000 0.00 0.00

: 02010102 CARTEL PARA LA OBRA #%02&0 M

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 110'&)3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 8.0000 18.38 14#.04

101010005 PEON 2.0000 16.0000 13.85 221.60

#%!%&M4>(4(

231000002 MADERA TORNILLO INCLYE CORTE PARA 2 86.#510 5.08 440.#0

234020018 GIGANTOGRA!IA DE 3.60M $ 2.40M *LONN 1.0000 292.3# 292.3#

238010001 LI"A PARA MADERA 3.0000 0.#2 2.16

:7 ?:7 7 ; >2

: 0201010# BAO PROVISIONAL P- TRABAJADORES

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 6))&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101020002 MANO DE OBRA -SS.HH 1.0000 254.24 254.24

M4>(4(

231010006 MADERA TORNILLO - SS.HH 1.0000 423.#3 423.#3

: 0201010& CERCO PROVISIONAL PANELES DE TRIPLAY

>:7 6-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; > 12+&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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219030002 CONCRETO SOLADO ME'CLA 1;10 CEMEN >2 0.066# 13.98 0.93

2190400010002 CONCRETO CIMIENTOS ME'CLA 1;10 CEM >3 0.026# 183.09 4.89

231010001 MADERA TORNILLO 2 5.0000 5.08 25.40

2310#0003 APLOMO DE POSTES 0.416# 1#.0# #.11240010014 PINTRA LATE$ EN MADERA >2 2.4000 1#.#1 42.50

2630100010003 POSTE DE MADERA 3$3$10 0.416# 39.34 16.39

290220009 SMINISTRO Y COLOCACION DE TRIPLAY 0.8333 3#.49 31.24

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410010006 SC PORTON DE OBRA *4.00)2.50 >.+ 0.0033 450.00 1.49

: 02010105 INSTALACION PROVISIONAL PARA DEPOSITO DE AGUA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,)2&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.666# 21.3336 18.38 392.11

101010005 PEON 1.3330 10.6640 13.85 14#.#0

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20#0200010001 ARENA !INA >3 0.3600 35.59 12.81

20#0200010002 ARENA GRESA >3 0.3500 38.14 13.35

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 6.#000 19.41 130.05

2160100010004 LADRILLO ING ONG DE ARCILLA 9 $ 14 $ 2#3.0000 0.58 158.34

: 0201010% MOVILIZACION Y DESMOVILIZACION DE EQUIPOS Y MAQUINARIAS

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 211,&6'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#2040059 MO%ILI'ACION Y DESMO%ILI'ACION DE E& 1.0000 2,118.64 2,118.64

2/11!%&

: 0201010' FLETE TERRESTRE GENERAL DE OBRA

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 12)11&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2030200010004 !LETE TERRESTRE GENERAL DE OBRA 1.0000 12,#11.86 12,#11.86

12/'11!%

: 02010201 DEMOLICION DE MUROS E@ISTENTES DE ALBAILERIA DE CABEZA

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 13&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 1.0000 13.85 13.85

: 02010202 DEMOLICION DE MUROS E@ISTENTES DE ALBAILERIA DE SOGA

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 +&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.666# 13.85 9.23

: 0201020# DEMOLICION DE MUROS E@ISTENTES DE CONCRETO

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 13&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 1.0000 13.85 13.85

: 0201020& DEMOLICION DE SARDINELES/ COLUMNAS Y-O ESTRUCTURAS INC MESADA DE CONCRETO

>:7 6#-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; >3 110&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010005 PEON 1.0000 8.0000 13.85 110.80

: 02010205 DEMOLICION DE LOSAS Y-O PISOS DE CONCRETO C-S REVESTIMIENTO CERAMICO E PROM010M

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 +&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 0.666# 13.85 9.23

: 0201020% PICADO DE PISO DE CERAMICO PARA LEVANTAMIENTO DE MUROS

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 13&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 2.0000 1.0000 13.85 13.85

: 0201020' DEMOLICION DE CIMIENTOS DE CONCRETO

>:7 6#-DIA MO. 12000 E&. 12000 :7 ?:7 7 ; >3 +2&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 6.666# 13.85 92.33

: 0201020! DESMONTAJE DE PUERTAS

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 15&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.#500 0.4000 13.85 5.54

: 0201020" DESMONTAJE DE VENTANAS

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 1'&++

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.#500 0.3#50 13.85 5.19

: 02010210 DESMONTAJE DE TECHO LIVIANO

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 2&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0100 18.38 0.18

101010005 PEON 2.0000 0.2000 13.85 2.##

: 02010211 DESMONTAJE DE ESTRUCTURA METALICA TUBULAR +COLUMNAS)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 2+&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.1000 18.38 1.84

101010005 PEON 2.0000 2.0000 13.85 2#.#0

: 02010212 DESMONTAJE DE MURO DE DRYALL

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 13&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.#500 0.3#50 18.38 6.89

101010005 PEON 1.0000 0.5000 13.85 6.93

: 0201021# REMOSION DE MOBILIARIO SANITARIO FIJO

>:7 =<3-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; 1+&1,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25101010005 PEON 0.#500 0.5000 13.85 6.93

: 0201021& DESMONTAJE DE TABLEROS ELECTRICOS Y-O MEDIDORES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 22&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 1.0000 15.40 15.40

101010005 PEON 0.5000 0.5000 13.85 6.93

: 02010215 LIMPIEZA DE TERRENO MANUAL

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 1&5)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0100 18.38 0.18

101010005 PEON 1.0000 0.1000 13.85 1.39

: 0201021% TRAZO Y NIVELES Y REPLANTEO

>:7 62-DIA MO. #000000 E&. #000000 :7 ?:7 7 ; >2 1&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.026# 18.38 0.49

101010005 PEON 2.0000 0.0533 13.85 0.#4

M4>(4(

2130300010002 YESO BOLSA 12 F 7 0.0100 2.10 0.02

231010001 MADERA TORNILLO 2 0.0500 5.08 0.25

CLA%OS CON CABE'A PROMEDIO F 0.0100 2.86 0.03

NI%EL TOPOGR!ICO > 0.5000 0.0133 20.00 0.2#

TEODOLITO > 0.5000 0.0133 11.65 0.160&2

: 02010#01 E@CAVACION DE ZANJA PARA CIMIENTOS Y ZAPATAS CON MAQUINARIA

>:7 6#-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >3 1)6&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 12.0000 4.8000 13.85 66.48

1010100060002 OPERADOR DE E&IPO LI%IANO 2.0000 0.8000 18.38 14.#0

3011400020005 MARTILLO NEMATICO DE 25 F > 2.0000 0.8000 33.90 2#.12

: 02010#02 E@CAVACION DE ZANJA PARA SARDINEL-UAS DE VEREDAS

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 0.1000 0.0080 18.38 0.15

101010005 PEON 2.0000 0.1600 13.85 2.22

: 02010#0# RELLENO COMPACTADO CON EQUIPO MATERIAL PROPIO

>:7 6#-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >3 3)&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

1010100060002 OPERADOR DE E&IPO LI%IANO 0.1600 0.042# 18.38 0.#8

101010004 O!ICIAL 1.0000 0.266# 15.40 4.11

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: 02010#0& RELLENO CON AFIRMADO DE &. EN INTERIORES INC VEREDAS PERIMETRALES

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ,&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0400 18.38 0.#4

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M4>(4(

2#1050139 A!IRMADO PESO EN OBRA >3 0.1250 32.20 4.03290130022 AGA >3 0.0150 10.1# 0.15

: 02010#05 RELLENO COMPACT C-EQUIPO AFIRMADO EN CIMENTACIONES

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 5+&0'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O741010100060002 OPERADOR DE E&IPO LI%IANO 0.1600 0.1280 18.38 2.35

101010005 PEON 4.0000 3.2000 13.85 11.08

M4>(4(

2#1050139 A!IRMADO PESO EN OBRA >3 1.3500 32.20 43.4#

290130022 AGA >3 0.0500 10.1# 0.51

301100008 COMPACTADORA %IBRATORIA TIPO PLANC > 0.1600 0.1280 12.#1 1.63

: 02010#0% ELIMINACION DE MATERIAL E@CEDENTE C- MAQUINA D5KM

>:7 6#-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; >3 1,&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.0320 13.85 0.44

3011600010006 CARGADOR SOBRE LLANTAS 125-155 HP 3 > 1.0000 0.0320 169.49 5.42

3012200040002 CAMION %OL&ETE DE 10 >3 > 3.0000 0.0960 12#.12 12.20

: 02010#0' NIVELACION INTERIOR Y COMPACTADO PARA FALSO PISO/ INC VEREDAS

>:7 62-DIA MO. 1200000 E&. 1200000 :7 ?:7 7 ; >2 )&5+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.066# 18.38 1.23

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M4>(4(

20#040002 MATERIAL DE PRESTAMO A!IRMADO >3 0.1500 29.6# 4.45

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: 02010&01 SOLADO PARA CONCRETO 1:12 E010M

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 20&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.2000 18.38 2.45

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"02M4>(4(

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: 02010&02 CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO$HORMIGON #0 PIEDRA

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 1,0&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 10.0000 3.2000 13.85 44.32

M4>(4(

20#010014 PIEDRA GRANDE DE 8( PESTA EN OBRA >3 0.5000 55.08 2#.54

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: 02010&0# CONCRETO FALSO PISO INC RAMPAS (&. 1:% <=9( (,43* 9 443*

>:7 62-DIA MO. 1200000 E&. 1200000 :7 ?:7 7 ; >2 2)&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.1333 18.38 2.45

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101010005 PEON 6.0000 0.4000 13.85 5.54"02

M4>(4(

290130022 AGA >3 0.0155 10.1# 0.16

3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.066# 14.83 0.99

: 02010&0& FALSA COLUMNA CONCRETO FC1&0 KG-CM2

>:7 6#-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; >3 2,)&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

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M4>(4(

290130022 AGA >3 0.0155 10.1# 0.16

3012900010005 %IBRADOR DE CONCRETO 4 HP 2.40( > 0.2500 0.3333 #.42 2.4#3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 0.2500 0.3333 14.83 4.94

: 02010&05 ENCOFRADO Y DESENCOFRADO FALSA COLUMNA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ',&66

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

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25'!M4>(4(

2041200010005 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.1#00 2.86 0.49

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0201050101 ZAPATAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 33+&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.6400 18.38 11.#6

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M4>(4(

20#0100010005 PIEDRA CHANCADA 1/2( PESTA EN OBRA >3 0.#1#2 #2.03 51.66

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 9.#300 20.68 201.22

290130022 AGA >3 0.1860 10.1# 1.89

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: 0201050102 ZAPATAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

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M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

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: 0201050201 SOBRECIMIENTO $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >3 310&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

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M4>(4(

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 8.4300 20.68 1#4.33

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: 0201050202 SOBRECIMIENTO $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 35&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.5000 18.38 9.19

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M4>(4(

2#00000010004 ALAMBRE NEGRO N F& 0.2600 2.68 0.#0

2041200010010 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.1300 2.86 0.3#

231010001 MADERA TORNILLO 2 3.4000 5.08 1#.2#

: 020105020# SOBRECIMIENTOS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

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M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0201050&02 COLUMNAS $ ENCOFRADO Y DESENCOFRADO

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 ')&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

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25'!M4>(4(

2040100010001 ALAMBRE NEGRO RECOCIDO N 8 F 0.0206 2.68 0.06

231010001 MADERA TORNILLO 2 4.2400 5.08 21.54

: 0201050&0# COLUMNAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0201050&0& JUNTA DE DILATACION

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > )&35

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

101010005 PEON 1.0000 0.2000 13.85 2.##

M4>(4(

210040005 TECNOPORT E 1( >2 0.5000 3.00 1.50

: 0201050501 COLUMNETAS $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 '16&10

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

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M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0201050502 COLUMNETAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '3&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25101010004 O!ICIAL 1.0000 0.666# 15.40 10.2#

M4>(4(

231010001 MADERA TORNILLO 2 4.0000 5.08 20.32

: 020105050# COLUMNETAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0320 18.38 0.59

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M4>(4(

: 0201050%01 VIGAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 365&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 0.8000 18.38 14.#0

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!2&2M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0201050%02 VIGAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 ',&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.8889 18.38 16.34

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M4>(4(

2040100010001 ALAMBRE NEGRO RECOCIDO N 8 F 0.0250 2.68 0.0#

231010001 MADERA TORNILLO 2 3.5000 5.08 1#.#8

: 0201050%0# VIGAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

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M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

3013300020003 CI'ALLA PARA CORTE DE !IERRO J 0.5000 0.0020 16.95 0.0300#

: 0201050'01 ALIGERADO $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 361&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.9600 18.38 1#.64

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M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0201050'02 ALIGERADO$ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 36&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.5333 18.38 9.80

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M4>(4(

231010001 MADERA TORNILLO 2 3.5300 5.08 1#.93

: 0201050'0# ALIGERADO $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0320 18.38 0.59

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M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

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: 0201050'0& LADRILLO HUECO DE ARCILLA 12 6 PARA TECHO ALIGERADO

>:7 =<3-DIA MO. 2/0000000 E&. 2/0000000 :7 ?:7 7 ; 1&+5

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101010003 OPERARIO 1.0000 0.0040 18.38 0.0#

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2160100030002 LADRILLO PARA TECHO 4H DE 12$30$30 ? > 0.0010 1,3#8.81 1.38

: 0201050!01 MESADA $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 306&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 0.8000 18.38 14.#0

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M4>(4(

290130022 AGA >3 0.1810 10.1# 1.84

: 0201050!02 MESADA $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 ',&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010004 O!ICIAL 1.0000 0.666# 15.40 10.2#

101010005 PEON 0.2500 0.166# 13.85 2.31

M4>(4(

2040100010002 ALAMBRE NEGRO RECOCIDO N 16 F 0.#000 2.68 1.88

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0201050!0# MESADA $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

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204030001 ACERO CORRGADO 4200 F/?>2 GRA F 1.0500 2.25 2.362&1

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>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 32'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 0.8000 18.38 14.#0101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

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M4>(4(

290130022 AGA >3 0.1810 10.1# 1.84

: 0201050!05 MARCO DE VENTANAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 '2&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010004 O!ICIAL 1.0000 0.5000 15.40 #.#0

101010005 PEON 0.2500 0.1250 13.85 1.#3

1!%2M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.#000 2.68 1.88

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

20#0200010004 ARENA !INA PESTA EN OBRA >3 0.0200 35.59 0.#1

231010004 MADERA TORNILLO PARA ANDAMIOS 2 0.5200 5.08 2.64

231010005 MADERA TORNILLO *REGLAS+ 2 0.0250 5.08 0.13

290130022 AGA >3 0.0040 10.1# 0.04

: 02020202 TARRAJEO DE MUROS INTERIORES INC COLUMNAS MEZCLA 1:&/ E 15CM

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 21&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.3300 0.2200 13.85 3.05

M4>(4(

20#0200010004 ARENA !INA PESTA EN OBRA >3 0.01## 35.59 0.63

290130022 AGA >3 0.0040 10.1# 0.04

: 0202020# TARRAJEO DE MUROS E@TERIORES INC COLUMNAS MEZCLA 1:5/ E 15CM

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 1,&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.3300 0.1#60 13.85 2.44

M4>(4(

20#0200010004 ARENA !INA PESTA EN OBRA >3 0.0182 35.59 0.652130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.1190 19.41 2.31

290130022 AGA >3 0.0040 10.1# 0.04

: 0202020& TARRAJEO EN VIGAS MEZCLA 1:5/ E 15CM

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 31&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

M4>(4(

20#0200010004 ARENA !INA PESTA EN OBRA >3 0.0161 35.59 0.5#

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.1400 19.41 2.#2

: 02020205 TARRAJEO PULIDO IMPERMEABILIZANTE EN JARDINERAS

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 31&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

M4>(4(

2222300010009 ADITI%O IMPERMEABILI'ANTE SIA F 0.1500 4.86 0.#3

290130022 AGA >3 0.0040 10.1# 0.04

: 0202020% VESTIDURAS DE DERRAMES EN PUERTAS/ VENTANAS Y MARCO DE VANOS

>:7 6-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; > 12&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4444 18.38 8.1#

101010005 PEON 0.5000 0.2222 13.85 3.08

M4>(4(

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.0240 19.41 0.4#

231010004 MADERA TORNILLO PARA ANDAMIOS 2 0.0040 5.08 0.02231010005 MADERA TORNILLO *REGLAS+ 2 0.0825 5.08 0.42

290130022 AGA >3 0.0040 10.1# 0.04

: 0202020' BRUAS DE 5 @ 5 6

>:7 6-DIA MO. 220000 E&. 220000 :7 ?:7 7 ; > )&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.8000 0.2909 18.38 5.35

101010005 PEON 0.4000 0.1455 13.85 2.02'#'

: 0202020! RESANE DE MUROS E@ISTENTES CONSERVADOS

>:7 6-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; > 21&13

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

204060004 !IERRO CORRGADO 1/4( > 0.6000 0.52 0.31

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.0200 20.68 0.41

222180002 ADITI%O CHEMA POLIEPO$ ADESI%O 0.00#0 33.90 0.24

231010001 MADERA TORNILLO 2 0.0260 5.08 0.13

: 02020#01 TARRAJEO DE CIELORASO

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 2,&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 0.5000 0.4000 13.85 5.54

M4>(4(

231010005 MADERA TORNILLO *REGLAS+ 2 0.02#0 5.08 0.14

290130022 AGA >3 0.0040 10.1# 0.04

: 02020&01 VEREDA DE CONCRETO 1'5 ,-62 E&. FROT Y BRUADO

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ')&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 4.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.0800 15.40 1.23

101010005 PEON 8.0000 0.6400 13.85 8.86

M4>(4(

20#0200010004 ARENA !INA PESTA EN OBRA >3 0.0140 35.59 0.502130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.9920 19.41 19.25

231010005 MADERA TORNILLO *REGLAS ENCO!RAD 2 0.9800 5.08 4.98

290130022 AGA >3 0.0140 10.1# 0.14

: 02020&02 JUNTA EN VEREDAS CON ASFALTO

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > )&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0160 18.38 0.29

101010005 PEON 6.0000 0.1920 13.85 2.66

M4>(4(

2010500010001 AS!ALTO RC-250 0.0896 33.64 3.01

2902400010028 LEA <: 0.056# 3.00 0.1#

3011400060003 COMPRESORA NEMATICA 250 - 330 PCM - > 0.1000 0.0032 169.49 0.54

: 02020&0# GRADERIA DE CONCRETO ACABADO FROTACHADO

>:7 62-DIA MO. "%0000 E&. "%0000 :7 ?:7 7 ; >2 63&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 16.0000 1.3333 18.38 24.51

101010005 PEON 8.0000 0.666# 13.85 9.23##'&

M4>(4(

290130022 AGA >3 0.0140 10.1# 0.14

: 02020&0& ENCOFRADO Y DESENCOFRADO EN GRADAS

>:7 62-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >2 1+&2,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2000 18.38 3.68

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

M4>(4(

231010001 MADERA TORNILLO 2 2.3000 5.08 11.68

: 02020&05 RAMPA DE CONCRETO 1'5 ,-62 E&.

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 '5&)6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 4.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.0800 15.40 1.23

101010005 PEON 8.0000 0.6400 13.85 8.86

M4>(4(

20#0100010005 PIEDRA CHANCADA 1/2( PESTA EN OBRA >3 0.0490 #2.03 3.5320#0200010003 ARENA GRESA PESTA EN OBRA >3 0.0480 38.14 1.83

290130022 AGA >3 0.0140 10.1# 0.14

: 02020&0% REVESTIMIENTO DE GRANITO LAVADO EN RAMPAS INC BRUADO

>:7 62-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; >2 121&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

M4>(4(

2221500010022 GRANITO PREPARADO F 25.0000 2.94 #3.50

2280600#2 GRANALLA *BOLSA DE 40 + 7 0.6250 8.60 5.38

231010005 MADERA TORNILLO *REGLAS+ 2 0.0100 5.08 0.05290130022 AGA >3 0.0050 10.1# 0.05

: 02020&0' CURADO DE VEREDAS CON ADITIVO

>:7 62-DIA MO. &000000 E&. &000000 :7 ?:7 7 ; >2 1&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.0200 13.85 0.28

M4>(4(

222180001 ADITI%O CRADOR 0.0600 11.98 0.#2

3013600010002 MOCHILA PL%ERI'ADORA CLIMA$ M00P20 1.0000 0.0200 8.4# 0.1#

: 02020501 CONTRAPISO DE 2.

>:7 62-DIA MO. "00000 E&. "00000 :7 ?:7 7 ; >2 25&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.0889 15.40 1.3#

101010005 PEON 6.0000 0.5333 13.85 #.39

M4>(4(20#0200010004 ARENA !INA PESTA EN OBRA >3 0.0#00 35.59 2.49

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.392# 19.41 #.62

: 02020502 PISO CERAMICO #0 @ #0 6 DE COLOR

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 '6&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.5000 0.266# 13.85 3.69

M4>(4(

222080020 PEGAMENTO PARA CERAMICO F 4.16#0 0.36 1.50

225020133 CERAMICA DE COLOR 0.30$0.30 M PISO >2 1.0500 29.55 31.03

2250600020005 !RAGA DE COLOR PARA CERAMICO F 0.2500 3.36 0.84

: 0202050# PISO CERAMICO 0%0 @ 0%0M ANTIDESLIZANTE GRANILLADO COLOR BEIGE

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '+&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.5000 0.3333 13.85 4.62

M4>(4(

222080020 PEGAMENTO PARA CERAMICO F 0.41#0 0.36 0.15225020136 CERAMICA ANTIDESLI'ANTE GRANILLADO >2 1.0500 30.39 31.91

: 0202050& PISO CERAMICO 0%0 @ 0%0M ANTIDESLIZANTE GRANILLADO COLOR HUESO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '+&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.5000 0.3333 13.85 4.62

M4>(4(

225020141 CERAMICA ANTIDESLI'ANTE GRANILLADO >2 1.0500 30.39 31.91

: 02020505 PISO CERAMICO 0%0 @ 0%0M ANTIDESLIZANTE GRANILLADO COLOR ARENA

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '+&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.5000 0.3333 13.85 4.621%!'

M4>(4(

: 0202050% TECHO CEMENTO PULIDO CON IMPERMEABILIZANTE/ BRUADO CADA 16 16

>:7 62-DIA MO. "00000 E&. "00000 :7 ?:7 7 ; >2 35&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.0889 15.40 1.3#

101010005 PEON 5.0000 0.4444 13.85 6.15

M4>(4(

20#0200010001 ARENA !INA >3 0.4210 35.59 14.98

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.392# 20.68 8.12

231010001 MADERA TORNILLO 2 0.0600 5.08 0.30

: 02020%01 CONTRAZOCALO DE CERAMICO SIMILAR A PISO 020 6

>:7 6-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; > 2'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.5000 0.266# 13.85 3.69

M4>(4(

222080020 PEGAMENTO PARA CERAMICO F 0.0250 0.36 0.01225020138 CERAMICA ANTIDESLI'ANTE GRANILLADO >2 0.3500 30.39 10.64

: 02020%02 CONTRAZOCALO E@TERIOR DE CEMENTO S-COLOREAR H 20 6 MEZCLA 1:2 E15CM

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 11&1,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

290130022 AGA >3 0.0020 10.1# 0.02

: 02020'01 ZOCALO DE CERAMICA #0#0 DE COLOR

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 51&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8889 18.38 16.34

101010005 PEON 0.2500 0.2222 13.85 3.08

M4>(4(222080020 PEGAMENTO PARA CERAMICO F 0.3000 0.36 0.11

225020139 CERAMICA DE COLOR 0.30$0.30 M >2 1.0500 29.55 31.03

290130022 AGA >3 0.0100 10.1# 0.10

: 02020!01 PUERTA CON TABLEROS DE MADERA

>:7 62-DIA MO. 25000 E&. 25000 :7 ?:7 7 ; >2 '32&63

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 3.0000 9.6000 18.38 1#6.45

101010004 O!ICIAL 2.0000 6.4000 15.40 98.56

M4>(4(

2221100010001 COLA SINTETICA 0.2640 12.50 3.30

231020001 MADERA CEDRO 2 21.5600 #.14 153.94

: 02020!02 PUERTA CONTRAPLACADA PLANCHA &@!@%MM

>:7 62-DIA MO. #!000 E&. #!000 :7 ?:7 7 ; >2 252&+3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 4.2105 18.38 ##.39

101010005 PEON 1.0000 2.1053 13.85 29.16

M4>(4(

222110001 COLA SINTETICA 0.0661 12.50 0.83

231020002 MADERA CEDRO PCALLPA 2 1.08#3 5.95 6.4#231050003 TRIPLAY DE 4 $ 8 $ 6 >> 0.6292 34.45 21.68

: 02020!0# BISAGRA DE ACERO ALUMINIZADO DE &. PESADA EN PUERTAS

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2500 18.38 4.60

M4>(4(

23#1600010002 PICAPORTE DE !IERRO DE 6( 1.0000 6.#8 6.#8

: 02020!0" PUERTA DE ALUMNIO DE DOS HOJAS BATIENTE INC ACCESORIOS

>:7 62-DIA MO. E&. C7<:7 :7 ?:7 7 ; >2 313&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

243120002 PERTA DE ALMNIO DE DOS HO"AS BATI >2 1.0000 313.56 313.56

: 02020!10 VENTANAS BAJAS Y ALTAS DE ALUMINIO TIPO CORREDIZA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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243120003 %ENTANAS DE ALMINIO TIPO CORREDI'A >2 1.0000 84.#5 84.#5!&'5

: 02020!11 VENTANAS ALTAS DE ALUMINIO FIJAS

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

243120004 %ENTANAS DE ALMINIO !I"A INC. PANEL % >2 1.0000 84.#5 84.#5

: 02020!12 ESTRUCTURA TUBULAR DE PROTECCION EN VENTANAS

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

23#020003 ESTRCTRA TBLAR DE PROTECCION >2 1.0000 12#.12 12#.12

: 02020!1# ANCLAJE PARA FIJACION DE VIGUETERIA TUBULAR METALICA EN PASAJES E@TERIORES

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#1050142 ANCLA"E PARA !I"ACION DE %IGETERIA 1.0000 42.3# 42.3#

: 02020!1& SUMINISTRO E INSTALACION DE VIGUETERIA METALICA DE &. @ !. @ 25 MM EN INGRESO

>:7 6-DIA MO. '0000 E&. '0000 :7 ?:7 7 ; > 3+&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(2#1050143 SMINISTRO E INSTALACION DE %IGETER> 1.0000 39.55 39.55

: 02020!15 DIVISIONES DE CUBICULOS DE INODOROS DE MELAMINE DE 1!MM

>:7 62-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; >2 211&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050144 SMINISTRO E INSTALACION DE DI%ISION >2 1.0000 211.86 211.86

: 02020!1% SUMINISTRO E INSTALACION DE PUERTA EN CUBICULOS DE MELAMINE DE 1! MM

>:7 62-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; >2 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050145 SMINISTRO E INSTALACION DE PERTA >2 1.0000 152.54 152.54

: 02020!1' PASAMANOS DE TUBO 1 1-2. ACERO INO@ EN SSHH PARA DISCAPACITADOS

>:7 6-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; > ,,&5,

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

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204180008 PLANCHA DE ACERO NEGRO 4 ) 8 ) 1/4( 0.00#0 352.95 2.4#

222160008 MASILLA ACRILICA 0.0300 26.90 0.81

2490100010014 TBERIA DE ACERO INO$. 1 1/2( 1.3000 30.48 39.62

: 02020!1! SUMINISTRO DE CLOSET DE MADERA EN ADMISION$HISTORIAS CLINICAS

>:7 62-DIA MO. #5000 E&. #5000 :7 ?:7 7 ; >2 ,5,&1'

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101010004 O!ICIAL 2.0000 4.5#14 15.40 #0.40

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222110001 COLA SINTETICA 1.0000 12.50 12.50

231020001 MADERA CEDRO 2 80.0000 #.14 5#1.20

231050001000# TRIPLAY LPNA DE 4)8) 6 >> 3.0000 33.19 99.5#

23#0600010006 BISAGRA CAPCHINA ALMINI'ADA DE 3() 4.0000 2.#0 10.80

23#160002 PICAPORTE DE SOBREPONER DE 6( 4.0000 1.00 4.00

23#1#00010010 TIRADORES ASA DE 3( 2.0000 2.80 5.60

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>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 5+&06

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

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243160002 ESPE"O BISEL O%AL 0.60$0.40M 1.0000 40.68 40.68

: 02020"02 PANELES DE VIDRIO TEMPLADOS 10 MM EN MUROS DE INGRESO INC CARPINTERIA DE ALUMINIO

>:7 62-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; >2 25'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#1050146 SMINISTRO E INSTALACION DE PANELES >2 1.0000 254.24 254.24

: 02021001 COBERTURA C- PLANCHA DE POLICARBONATO CELULAR BLANCO INC PERFILES

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 ++&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.1000 18.38 1.84

101010005 PEON 2.0000 0.2000 13.85 2.##

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26#110022 LAMINA POLICARBONATO AL%EOLAR POLI 1.0500 6#.#1 #1.10

2901000020016 PER!IL H PC 06MM $ 2.9 M 1.0000 5.93 5.93

290100002001# PER!IL PC 06MM $ 2.9 M 1.0000 5.93 5.93

: 02021002 SUMINISTRO E INSTALACION DE VIGA METALICA CURVA 1 DE #.DIAM @ 25MM EN DUCTO 01

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > 6)&,0

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M4>(4(

2#105014# SMINISTRO E INSTALACION DE %IGA MET > 1.0000 6#.80 6#.80

: 0202100# SUMINISTRO E INSTALACION DE VIGA METALICA CURVA 2 DE #.DIAM @ 25MM EN DUCTO 02

>:7 6-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; > 6)&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#1050148 SMINISTRO E INSTALACION DE %IGA MET > 1.0000 6#.80 6#.80

: 0202100& SUMINISTRO E INSTALACION DE VIGA METALICA 1 D E #.DIAM@ 25MM EN DUCTO 01 Y 02

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M4>(4(2#1050150 SMINISTRO E INSTALACION DE %IGA MET > 1.0000 6#.80 6#.80

: 0202100% SUMINISTRO E INSTALACION DE COLUMNA TUBULAR DE #. DIAM @ 25MM EN DUCTO 01 Y 02

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2#1050151 SMINISTRO E INSTALACION DE COLMN > 1.0000 #6.2# #6.2#

: 0202100' SUMINISTRO E INSTALACION DE ANCLAJE METALICO PARA IZAJE DE COLUMNA TUBULAR EN DUCTOS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '2&3)

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2#1050152 SMINISTRO E INSTALACION DE ANCLA"E 1.0000 42.3# 42.3#

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>:7 62-DIA MO. #50000 E&. #50000 :7 ?:7 7 ; >2 ,&0,

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: 02021102 PINTURA LATE@ EN CIELO RASO Y VIGAS

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: 0202110# PINTURA LATE@ EN MUROS E@TERIORES

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: 02021105 PINTURA AL DUCO EN CARPINTERIA DE MADERA

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: 0202120# SIEMBRA DE ARBUSTOS ORNAMENTALES PEQUEOS

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: 0202120& PLACA RECORDATORIA DE BRONCE

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23#020004 PLACA RECORDATORIA DE BRONCE 40)50 1.0000 480.00 480.00

: 02021205 PINTADO DE ROTULADO DE NOMBRE DEL PUESTO DE SALUD

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1,'&)1

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: 0202120% LIMPIEZA GENERAL FINAL DE OBRA

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24#020003 INODORO ONE PIECE *AC&A ONE PIECE 1.0000 229.90 229.90

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: 020#010# LAVATORIO IMPORTADO OVALIN COLOR

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2460100020003 DESAGE ATOMATICO PARA O%ALIN 1.0000 15.00 15.00

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2460100050001 DESAGE PARA RINARIO CON NIPLE Y 1.0000 21.00 21.00

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2462300010001 "EGO DE ACCESORIOS PARA BAO *PAP 1.0000 45.21 45.21

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.666# 18.38 49.01

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222100001 SILICONA 0.2500 12.00 3.00

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

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222100001 SILICONA 0.2500 12.00 3.00

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: 020#010! COLOCACION DE ACCESORIOS SANITARIOS

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

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213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.04#0 20.68 0.9#

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 2.0000 18.38 36.#6

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M4>(4(

243150020 MASILLA 0.2000 3.20 0.64

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2560200010001 GRI!ERIA ME'CLADORA DE 4( LMINA CR 1.0000 106.69 106.69

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.0286 18.38 0.53

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101010003 OPERARIO 1.0000 0.2000 18.38 3.68

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2061600010001 SOMBRERO DE %ENTILACION P%C-SAL DE 1.0000 8.00 8.00

222080015 PEGAMENTO PARA P%C DE 1/4 GLN U 0.1000 12.00 1.20

: 020#0#02 SUMIDERO DE BRONCE ROSCADO 2.

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.4000 18.38 #.35

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2460200020001 SMIDERO DE BRONCE DE 2( 1.0000 6.50 6.50

: 020#0#0# REGISTRO DE BRONCE &.

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

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205090003 CODO P%C SAL DE 4( $ 90 1.0000 3.81 3.81

2060#0001002# TEE SANITARIA SIMPLE P%C SAL DE 4( 1.0000 6.36 6.36

2461200030003 REGISTRO DE BRONCE DE 4( 1.0000 10.1# 10.1#

: 020#0#0& REGISTRO DE BRONCE 2.

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1 1.0000 18.38 14.#0

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 1.0000 2.0000 13.85 2#.#0

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2191500020003 CA"A DE CONCRETO PRE!ABRICADA DE D 1.0000 18.00 18.00

20#0200010003 ARENA GRESA PESTA EN OBRA 0.05 38.14 1.91

290130022 AGA 0.01 10.1# 0.10

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4110300010009 SC RE"ILLA METALICA T-9 1.0000 24.00 24.00

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 0.5000 1.3333 13.85 18.4#

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2050#00020026 TBERIA P%C SAP PRESION C-10 C/R. 1/2( > 3.0000 2.14 6.42

2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.1000 1.50 3.15

222080019 PEGAMENTO PARA P%C 1/4 0.0160 23.#3 0.38

241030001 CINTA TE!LON 0.2000 3.00 0.60

: 020#0502 SALIDA DE AGUA FRIA TUBERIA PVC C$10 O #-&.

>:7 ;>*-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; :7 ,2&')

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 0.5000 1.3333 13.85 18.4#

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2050#0002002# TBERIA P%C SAP PRESION C-10 C/R. 3/4( > 3.0000 2.92 8.#6

2050900010002 CODO P%C SAP S/P 3/4( $ 90 2.1000 2.50 5.25

241030001 CINTA TE!LON 0.2000 3.00 0.60

: 020#050#01 TRAZO/ NIVELES Y REPLANTEO RED AGUA FRIA

>:7 6-DIA MO. 5000000 E&. 5000000 :7 ?:7 7 ; > 1&66

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0160 18.38 0.29

101010005 PEON 2.0000 0.0320 13.85 0.44

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231010001 MADERA TORNILLO 2 0.0200 5.08 0.10

292010001 CORDEL > 0.1900 0.20 0.04

240020001 PINTRA ESMALTE COLOR RO"O GLN 0.0020 39.83 0.08

3010000110001 TEODOLITO J 0.8500 0.001# 93.22 0.16

NI%EL TOPOGRA!ICO HM 1.0000 0.0160 20.00 0.32

301000029 KINCHA DE 50> 1.0000 0.0160 5.00 0.08

: 020#050#02

>:7 6-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; > )&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 0.5333 13.85 #.39

E@CAVACION DE ZANJAS T-SEMIROCOSO PARA AGUA 1-2.$2 1-2.

: 020#050#0# TUBERIA PVC CLASE 10 DE 1-2.

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > )&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.2000 18.38 3.68

101010005 PEON 0.5000 0.1000 13.85 1.39

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: 020#050#0& TUBERIA PVC CLASE 10 DE #-&.

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > ,&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.2000 18.38 3.68101010005 PEON 0.5000 0.1000 13.85 1.39

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2050#0002002# TBERIA P%C SAP PRESION C-10 C/R. 3/4( > 1.0300 2.92 3.01

: 020#050#05 REDUCCION PVC DE #-&. A 1-2.

>:7 =<3-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; +&0,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.3200 18.38 5.88

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2052300010043 REDCCION P%C SAP C-10 R 3/4( A 1/2( 1.0000 2.49 2.49

: 020#050#0% PRUEBA HIDRAULICA DESINFECCION TUBERIA PVC

>:7 6-DIA MO. 1!00000 E&. 1!00000 :7 ?:7 7 ; > 1&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0444 18.38 0.82

101010005 PEON 0.5000 0.0222 13.85 0.31

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2221400010006 HIPOCLORITO DE CALCIO AL 65 F 0.0008 26.00 0.02

290130022 AGA >3 0.0030 10.1# 0.03

3010400030003 MOTOBOMBA DE 2( *5HP+ > 1.0000 0.0444 15.00 0.6#0%'

: 020#0%01 VALVULA COMPUERTA DE 1-2

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 61&''

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 0.5000 0.666# 13.85 9.23

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2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.0000 1.50 3.00

2052200020005 NION NI%ERSAL P%C-SAP C/R 1 1/2( 2.0000 0.50 1.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030010 NIPLE DE P%C DE 1/2($2( 3.0000 1.00 3.00

253180001 %AL%LA COMPERTA DE 1/2( 1.0000 18.22 18.22

: 020#0%02 VALVULA COMPUERTA DE #-&

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 61&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

25#1M4>(4(

2050900010002 CODO P%C SAP S/P 3/4( $ 90 2.0000 2.50 5.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030011 NIPLE DE P%C DE 3/4($2( 3.0000 1.00 3.00

253180002 %AL%LA COMPERTA DE 3/4( 1.0000 25.00 25.00

: 020#0%0# GRIFERIA DE RIEGO DE JARDINES

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 50&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.6000 18.38 29.41

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241030001 CINTA TE!LON 0.1000 3.00 0.30

25602000# GRI!ERIA DE RIEGO 1.0000 21.19 21.19

: 020#0%0& CAJA PARA VALVULA +NICHO DE MAYOLICA CON TAPA)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 26&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.3000 0.3000 13.85 4.16

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225020140 MAYOLICA DE COLOR DE 0.30 $ 0.30M NAC >2 0.1050 29.55 3.102250600020005 !RAGA DE COLOR PARA CERAMICO F 0.1000 3.36 0.34

: 020#0'01 SALIDA DE AGUA CALIENTE TUBERIA CPVC 1-2.

>:7 ;>*-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; :7 ,5&+1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 1.0000 1.6000 13.85 22.16

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2150100010002 TBERIA CP%C DE 1/2( > 4.0000 2.92 11.68

2150200020001 CODO CP%C DE 1/2( ) 90 2.2300 4.00 8.92

2150500010001 NION CP%C DE 1/2( 0.5000 5.00 2.50

2150500020001 NION NI%ERSAL CP%C DE 1/2( 2.0000 4.00 8.00

222080004 PEGAMENTO PARA CP%C 0.0800 12.00 0.96

2490200010002 CODO !IERRO GAL%ANI'ADO DE 1/2( $ 90 1.0000 0.84 0.84

2490#00020001 TAPON MACHO DE !IERRO GAL%ANI'ADO 1.0000 1.44 1.44

: 020#0'0201 RED DE DISTRIBUCION INTERIOR DE AGUA CALIENTE CON TUBERIA CPVC DE 1-2.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 1)&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90101010005 PEON 1.0000 0.266# 13.85 3.69

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2150100010002 TBERIA CP%C DE 1/2( > 1.0300 2.92 3.01

2150200020001 CODO CP%C DE 1/2( ) 90 0.26#0 4.00 1.0#

2150300010001 TEE CP%C DE 1/2( 0.1330 4.00 0.53

2150500010001 NION CP%C DE 1/2( 0.2030 5.00 1.02

: 020#0'0202 VALVULA DE CONTROL DE 1-2

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 6,&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010004 O!ICIAL 0.5000 0.666# 15.40 10.2#

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2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.0000 1.50 3.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030011 NIPLE DE P%C DE 3/4($2( 3.0000 1.00 3.00

253180002 %AL%LA COMPERTA DE 3/4( 1.0000 25.00 25.00

: 020#0'020# SUMINISTRO E INSTALACION DE THERMA ELECTRICA DE 150 LTS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 1,)5&35

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.3#50 0.6000 18.38 11.03

110#M4>(4(

2903200040004 THERMA ELECTRICA DE 150LT 1.0000 1,864.32 1,864.32

1/!%&#2

: 020#0'020& PRUEBA HIDRAULICA DESINFECCION TUBERIA CPVC

>:7 6-DIA MO. 1!00000 E&. 1!00000 :7 ?:7 7 ; > 1&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0444 18.38 0.82

101010005 PEON 0.5000 0.0222 13.85 0.31

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290130022 AGA >3 0.0030 10.1# 0.03

3010400030003 MOTOBOMBA DE 2( *5HP+ > 1.0000 0.0444 15.00 0.6#

: 020#0!01 RED PLUVIAL TUBERIA DE PVC SAL #.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 1'&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69!5"

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2050#00020028 TBERIA P%C SAL 3( $ 3 M > 1.0300 5.35 5.51

: 020#0!02 MONTANTE TUBERIA DE PVC SAL #.

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 2)&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 2.0000 0.8000 13.85 11.08

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2050#00020028 TBERIA P%C SAL 3( $ 3 M > 1.0300 5.35 5.51

205090005 CODO P%C SAL DE 3( $ 90 1.0000 2.#6 2.#6

: 020#0!0# YEE PVC SAL #.

>:7 =<3-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; ,&'2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.0286 18.38 0.53

101010005 PEON 1.0000 0.285# 13.85 3.96

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2061#00010009 YEE P%C SAL 3( ) 3( 1.0000 3.81 3.81

: 020#0!0& CODO PVC SAL #.@&5

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 12&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

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2051000010008 CODO P%C SAP S/P 3( $ 45 1.0000 1.86 1.86

: 020#0!05 SUMIDERO PLUVIAL DE BRONCE #.

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; 61&',

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 0.5000 1.0000 13.85 13.85

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2050#00020028 TBERIA P%C SAL 3( $ 3 M > 0.3000 5.35 1.61

205090005 CODO P%C SAL DE 3( $ 90 1.0000 2.#6 2.#6

: 020#0!0%01 PROTECCION DE TUB ENTREGA FINAL CON MALLA ELECTROSOLD ANTIRROEDORES

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; 16&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#1050153 SMINISTRO E INSTALACION DE PROTECC 1.0000 16.95 16.95

: 020#0!0%02 CAJAS DE REGISTRO DE DESAGUE 10. 20.

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; 21,&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.2000 18.38 3.68

101010004 O!ICIAL 2.0000 4.0000 15.40 61.60

101010005 PEON 2.0000 4.0000 13.85 55.40

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20#0200010004 ARENA !INA PESTA EN OBRA >3 0.02#0 35.59 0.96

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 1.4000 19.41 2#.1#

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 42.0000 0.48 20.16

231010001 MADERA TORNILLO 2 1.3300 5.08 6.#6

: 020#0!0%0# CANALETA EN LOSA ALIGERADA

>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > 13&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.1333 15.40 2.05

101010005 PEON 1.0000 0.1333 13.85 1.85

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: 020&0101 SALIDA DE TECHO

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 )0&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

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2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

2#1010065 CABLE NH-80 1$ 4 >>2 > 9.5000 1.90 18.052#1030062 TERMINAL DE DCTO P%C-P T/PRESION 20 1.0000 1.80 1.80

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

: 020&0102 SALIDA PARA BRAQUETE

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 )0&'5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.5000 1.0000 18.38 18.38

101010005 PEON 1.0000 2.0000 13.85 2#.#0&%0!

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2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

268010003 CA"A OCTOGONAL P%C BLANCO 1.0000 0.60 0.60

2#1010065 CABLE NH-80 1$ 4 >>2 > 8.3000 1.90 15.##

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

: 020&010# SALIDA DE PARED INTERRUPTOR SIMPLE

>:7 ;>*-DIA MO. E&. C7<:7 :7 ?:7 7 ; :7 30&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1#39 18.38 3.20

101010005 PEON 0.34#8 13.85 4.82

M4>(4(

2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

2#1030063 TERMINAL DE DCTO P%C-P T/PRESION 16 0.5000 1.50 0.#5

: 020&010& SALIDA DE PARED INTERRUPTOR DOBLE

>:7 ;>*-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; :7 3'&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

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2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

: 020&0105 SALIDA DE PARED INTERRUPTOR TRIPLE

>:7 ;>*-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; :7 '2&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

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2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

262140002 PLACA ALM. 2 CA%.CHAMPAGNE C/TORN. 1.0000 #.50 #.502680800010004 CA"A RECTANG GAL% PESADA 4()2 1/8()2 1 1.0000 1.20 1.20

2#1010065 CABLE NH-80 1$ 4 >>2 > 5.0000 1.90 9.50

: 020&010% SALIDA DE PARED INTERRUPTOR CONMUTADOR

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 )1&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 0.#500 1.0000 13.85 13.85

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2050400010010 CONE$ION A CA"A P%C SEL 3/4( 3.0000 0.50 1.50

2050400010011 CR%A P%C SEL 3/4 3.0000 0.42 1.26

241020001 CINTA AISLANTE 0.1000 3.81 0.38

246030002 TBO DE P%C-P 16 MM DIAM. > 2.5000 0.60 1.50

262120002 INTERRPTORES DE COMMTACION 1.0000 8.05 8.05

2680100010004 CA"A OCTOGONAL !IERRO GAL%ANI'ADO 1.0000 1.#0 1.#0

2#1010065 CABLE NH-80 1$ 4 >>2 > 9.0000 1.90 1#.10#2%"

: 020&010' SALIDA DE THERMA ELECTRICA

>:7 ;>*-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; :7 6,&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 0.#500 1.2000 13.85 16.62

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2191300010016 TB. P%C SEL P/INST. ELECT. DE 5/8( ) 3 0.5#00 5.00 2.85

241020001 CINTA AISLANTE 0.1000 3.81 0.38

2621400010029 PLACA SALIDA THERMA 1.0000 12.#1 12.#1

2#1010065 CABLE NH-80 1$ 4 >>2 > 1.#000 1.90 3.23

2#2010090 CR%A LI%IANO P%C SEL P/INST. ELECT 5/8 2.0000 1.00 2.00

: 020&010! SUMINISTRO E INSTALACION DE BUZONES DE CONCRETO

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 23+&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 2.0000 3.2000 13.85 44.32

'#'#M4>(4(

20#010009 GRA%ILLA >3 0.1250 45.00 5.63

219110002 B'ON DE C.A.% 1.00$0.80 M CON TAPA D 1.0000 160.00 160.00

: 020&010" SALIDA PARA ANTENA DE TELEVISION CON PVC

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 +0&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.0000 18.38 36.#6101010005 PEON 0.#500 1.5000 13.85 20.#8

M4>(4(

2191300010016 TB. P%C SEL P/INST. ELECT. DE 5/8( ) 3 1.5000 5.00 #.50

2621400010025 PLACA DE SALIDA DE TELE%ISION YB TEL 1.0000 23.00 23.00

: 020&0201 SALIDA PARA TOMACORRIENTES DOBLES CON LINEA A TIERRA

>:7 ;>*-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; :7 +2&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1000 3.81 0.382621400010026 PLACA DE ALMINIO ANODI'ADO DE 2 H 1.0000 6.#0 6.#0

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.30

2#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

: 020&0202 SALIDA PARA EQUIPOS ESPECIALES EN UNIDAD DE CONSULTORIOS

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 103&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

M4>(4(

241020001 CINTA AISLANTE 0.1000 3.81 0.38

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.30

2#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

: 020&0#01 TABLERO DE DISTRIBUCION TD $ & DE 5& POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; '6)&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

290250010 TABLERO ELECTRICO !G DE 54 POLOS 1.0000 381.36 381.36

: 020&0#02 TABLERO DE DISTRIBUCION TD $ 5 DE 12 POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; 1'6&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

: 020&0#0# INTERRUPTOR TERMOMAGNETICO 2 @ 15A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(2620500010005 INTERRPTOR TERMOMAGNETICO 2 $ 15 1.0000 25.42 25.42

: 020&0#0& INTERRUPTOR TERMOMAGNETICO 2 @ 20A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 020&0#05 INTERRUPTOR TERMOMAGNETICO 2 @ #2A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 020&0#0% INTERRUPTOR TERMOMAGNETICO # @ #2A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; ',&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 020&0#0' INTERRUPTOR TERMOMAGNETICO # @ %#A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 112&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 020&0#0! INTERRUPTOR DIFERENCIAL 2 @ #2 A-#066

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 13'&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

12%5M4>(4(

: 020&0&01 CAJA DE PASO DE F*G* DE 150@150@100 MM

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 25&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

268120001000# CA"A DE PASE CADRADA 150$150$100M 1.0000 8.39 8.39

: 020&0&02 CAJA DE PASO OCTOGONAL

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 1+&++

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

: 020&0501 SALIDA DE TELEFONO

>:7 ;>*-DIA MO. 220000 E&. 220000 :7 ?:7 7 ; :7 2'6&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.3636 18.38 6.68

101010005 PEON 2.0000 0.#2#3 13.85 10.0#

M4>(4(

246030002 TBO DE P%C-P 16 MM DIAM. > 12.5000 0.60 #.50268120002 CA"A DE PASO !G 300$300$100 MM C/TA 0.0900 6.00 0.54

2#0010298 CABLE TELE!ONICO 22 DE 4 HILOS > 52.4600 4.00 209.84

2#1010064 CONECTOR TELE!ONICO DE 3 PARES R"1 1.0000 12.00 12.00

2#1030063 TERMINAL DE DCTO P%C-P T/PRESION 16 0.1100 1.50 0.1#

: 020&0502 SALIDA PARA PUNTO DE RED INFORMATICA Y TELEFONO

>:7 ;>*-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; :7 5)&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.3333 18.38 6.13

101010005 PEON 2.0000 1.3333 13.85 18.4#

M4>(4(

2051#00010022 CR%A P%C-P 25MM DIAM. 3.0000 2.10 6.30

2#0010294 CABLE TP TREN'ADO CATEGORIA 5/8 HIL 0.2500 4.00 1.00

2#1030064 TERMINAL DE DCTO P%C-P 25MM DIAM. 1.2500 2.54 3.18

2#2010089 TBO P%C-P 25MM DIAM. 4.2500 3.31 14.0#

2#3010021 CONECTOR R"45 TP CAT. 5E CONE$ION 1 1.0000 0.85 0.85

: 020&050# SUMINISTRO E INSTALACION DE SITCH DE BORDE DE ! PUERTOS

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; ,+&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

205240001001# BSHING P%C-SAP 2( 1.0000 5.08 5.08

2681000010060 CA"A CADRADA GAL%ANI'ADA LI%IANA 12 1.0000 16.86 16.86

290220010 SMNISTRO DE N SKITCH DE BORDE DE 1.0000 50.85 50.85

: 020&050& SUMINISTRO E INSTALACION DE CABLE UTP ACT 5E DELDEN

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > 2&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010005 PEON 1.0000 0.0320 13.85 0.44

M4>(4(

2#0010299 CABLE TP CAT 5E BELDEN > 1.0500 1.#0 1.#9

: 020&0505 SUMINISTRO E INSTALACION DE CABLE UTP TELEFONICO PLANO DE & HILOS

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > 1&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010005 PEON 1.0000 0.0320 13.85 0.44

M4>(4(

2#0010300 CABLE TELE!ONICO 22 DE 4 HILOS > 1.0500 0.#0 0.#4

: 020&050% SUMINISTRO E INSTALACION DE CABLE COA@IAL RG$5" PARA TV

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > 1&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010005 PEON 1.0000 0.0320 13.85 0.44

M4>(4(

2#0010301 CABLE COA$IAL RG-59 > 1.0500 0.85 0.89

: 020&0%01 E@CAVACION DE ZANJA 0%0 100 6 CON MAQUINARIA PARA TENDIDO DE CABLE

>:7 6-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; > 21,&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 1.0000 13.85 13.85

#22#E?=;*

: 020&0%02 RELLENO MANUAL CON MATERIAL PROPIO PARA REDES ELECTRICAS

>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > )&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 3.0000 0.4000 13.85 5.54

M4>(4(

21601001# LADRILLO 18 HECOS 3.0000 0.48 1.44

: 020&0%0# ALIMENTADOR CABLE NYY #$110662 1%662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > '2&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010303 CABLE NYY 1 $ 6 >>2 > 1.0300 3.39 3.492#00200010006 CABLE NYY 3-1$10 >>2 > 3.1000 11.60 35.96

: 020&0%0& ALIMENTADOR CABLE NYY #$1%662 1&662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2,&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

25!M4>(4(

2#0010304 CABLE NYY 1 $ 4 >>2 > 1.0300 3.39 3.49

2#0020001001# CABLE NYY 3-1$6 >>2 > 3.1000 #.26 22.51

: 020&0'01 ARTEF FLUORESCENTE 2-20 CON DIFUSOR PLASTICO +SIM ELA 2 @ 20 JOSFEL)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 165&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1500 3.81 0.5#

2#0110324 ARTE!ACTO ELA 2$20K A! DI!/MARCO AL 1.0000 132.50 132.50

: 020&0'02 LUMINARIA DE EMERGENCIA RECARGABLE VER ESPECTECN

>:7 =<3-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; +0&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.3333 18.38 6.13

101010005 PEON 1.0000 0.666# 13.85 9.23

M4>(4(

261080004 ACCESORIO DE !I"AC. DE/RE!LECT.. EN C. ? 1.0000 12.00 12.00

2#0110325 LMINARIA DE EMERGENCIA RECARGABLE 1.0000 63.56 63.56

: 020&0'0# LAMPARA AHORRADOR DE 20

>:7 =<3-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; 1'&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

: 020&0'0& LUMINARIA DE DESCOLGAR TIPO REFLECTOR

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; '2'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1500 3.81 0.5#

2610000010013 LMINARIA %DR."O DE DESCOLGAR CON 1.0000 391.95 391.95

: 020&0'05 LUMINARIA DE PARED CON FOCOS REFLECTORES TIPO LED

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 2,0&0+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1500 3.81 0.5#

2#0110326 RE!LECTOR LED 30K 1.0000 24#.29 24#.29

: 020&0!01 POZO DE PUESTA A TIERRA CON CAJA DE REGISTRO

>:7 84-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; ? 565&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.8333 2.2221 18.38 40.84

101010005 PEON 3.3330 8.8880 13.85 123.10

M4>(4(

20#0500010003 TIERRA DE CHACRA O %EGETAL >3 2.1500 25.42 54.65

219160002 CA"A DE CONCRETO CON TAPA 0.5000 35.59 1#.80

241010003 CINTA ATO%LCANI'ANTE 16.0000 13.4# 215.522#1060002 CONDCTOR DE COBRE DESNDO DE 16 > 5.0000 4.4# 22.35

2#2040046 CARBON %E"ETAL 50.0000 0.90 45.00

2#2040053 %ARILLA DE COBRE DE D16 >> $ 2.40 > 1.0000 30.85 30.85

2#2040055 CONECTOR C TIPO AB 1.0000 3.14 3.14

2#2040056 SAL INDSTRIAL F 50.0000 0.25 12.50

: 0#010101 INSTALACION PROVISIONAL PARA DEPOSITO DE AGUA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,)2&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.666# 21.3336 18.38 392.11

101010005 PEON 1.3330 10.6640 13.85 14#.#0

M4>(4(

20#0200010001 ARENA !INA >3 0.3600 35.59 12.81

20#0200010002 ARENA GRESA >3 0.3500 38.14 13.35

: 0#010201 DESMONTAJE DE TABIQUERIA TRIPLAY DE LETRINA

>:7 62-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >2 11&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 0.#500 0.3000 18.38 5.51

101010005 PEON 1.0000 0.4000 13.85 5.54

: 0#010202 DEMOLICION DE FALSO PISO DE LETRINA

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 +&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.666# 13.85 9.23"2#

: 0#01020# RELLENO DE FOSA LETRINA Y E@CAVACION E@ISTENTE CON MATERIAL PROPIO

>:7 6#-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >3 2)&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

101010005 PEON 8.0000 1.6000 13.85 22.16

: 0#01020& LIMPIEZA DE TERRENO MANUAL

>:7 62-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >2 3&1'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0200 18.38 0.3#

101010005 PEON 1.0000 0.2000 13.85 2.###1&

: 0#010205 TRAZO Y NIVELES Y REPLANTEO

>:7 62-DIA MO. #000000 E&. #000000 :7 ?:7 7 ; >2 1&62

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.026# 18.38 0.49

101010005 PEON 3.0000 0.0800 13.85 1.11

M4>(4(

2130300010002 YESO BOLSA 12 F 7 0.0100 2.10 0.02

: 0#010#01 E@CAVACION DE ZANJA PARA CIMIENTOS Y ZAPATAS CON MAQUINARIA

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 1)6&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 12.0000 4.8000 13.85 66.48

1010100060002 OPERADOR DE E&IPO LI%IANO 2.0000 0.8000 18.38 14.#0

: 0#010#02 E@CAVACION MANUAL DE ZANJA PARA SARDINEL-UAS DE VEREDAS

>:7 6#-DIA MO. ###&00 E&. ###&00 :7 ?:7 7 ; >3 )&0+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0240 18.38 0.44

101010005 PEON 2.0000 0.4#99 13.85 6.65

: 0#010#0# RELLENO COMPACTADO CON EQUIPO MATERIAL PROPIO

>:7 6#-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >3 3)&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 0.266# 15.40 4.11

101010005 PEON 8.0000 2.1333 13.85 29.55

: 0#010#0& RELLENO CON AFIRMADO DE &. EN INTERIORES INC VEREDAS PERIMETRALES

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ,&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0400 18.38 0.#4

101010005 PEON 2.0000 0.1600 13.85 2.22

M4>(4(

2#1050139 A!IRMADO PESO EN OBRA >3 0.1250 32.20 4.03290130022 AGA >3 0.0150 10.1# 0.15

: 0#010#05 RELLENO COMPACT C-EQUIPO AFIRMADO EN CIMENTACIONES

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 65&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.8000 13.85 11.08

M4>(4(

2#1050139 A!IRMADO PESO EN OBRA >3 1.3500 32.20 43.4#

290130022 AGA >3 0.0500 10.1# 0.51

301100008 COMPACTADORA %IBRATORIA TIPO PLANC > 1.0000 0.8000 12.#1 10.1#

: 0#010#0% ELIMINACION DE MATERIAL E@CEDENTE C- MAQUINA D5KM

>:7 6#-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; >3 1,&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.0320 13.85 0.440&&

3012200040002 CAMION %OL&ETE DE 10 >3 > 3.0000 0.0960 12#.12 12.20

: 0#010#0' NIVELACION INTERIOR Y COMPACTADO PARA FALSO PISO/ INC VEREDAS

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 26&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 1.0000 0.666# 13.85 9.23

M4>(4(

: 0#010&01 SOLADO PARA CONCRETO 1:12 E010M

>:7 62-DIA MO. 1200000 E&. 1200000 :7 ?:7 7 ; >2 20&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.1333 18.38 2.45

101010004 O!ICIAL 1.0000 0.066# 15.40 1.03

101010005 PEON 6.0000 0.4000 13.85 5.54

M4>(4(20#030002 HORMIGON *PESTO EN OBRA+ >3 0.1260 35.59 4.48

: 0#010&02 CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO$HORMIGON #0 PIEDRA

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 1,0&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 10.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1800 10.1# 1.83

: 0#010&0# CONCRETO FALSO PISO INC RAMPAS (&. 1:% <=9( (,43* 9 443*

>:7 62-DIA MO. 1200000 E&. 1200000 :7 ?:7 7 ; >2 2)&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 2.0000 0.1333 18.38 2.45

101010004 O!ICIAL 1.0000 0.066# 15.40 1.03

101010005 PEON 6.0000 0.4000 13.85 5.54

M4>(4(

290130022 AGA >3 0.0155 10.1# 0.16

E?=;*3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.066# 14.83 0.99

: 0#010&0& FALSA COLUMNA CONCRETO FC1&0 KG-CM2

>:7 6#-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; >3 2,)&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010004 O!ICIAL 0.5000 0.666# 15.40 10.2#

101010005 PEON 2.0000 2.666# 13.85 36.93

M4>(4(

290130022 AGA >3 0.0155 10.1# 0.16

: 0#010&05 ENCOFRADO Y DESENCOFRADO FALSA COLUMNA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ',&66

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 1.0000 0.8000 13.85 11.08

M4>(4(

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0#01050101 ZAPATAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 33+&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.6400 18.38 11.#6

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 8.0000 2.5600 13.85 35.46

M4>(4(

20#0200010003 ARENA GRESA PESTA EN OBRA >3 0.5460 38.14 20.82213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 9.#300 20.68 201.22

290130022 AGA >3 0.1860 10.1# 1.89

: 0#01050102 ZAPATAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#01050201 SOBRECIMIENTO $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >3 310&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21

101010005 PEON 6.0000 3.2000 13.85 44.32

%2##M4>(4(

290130022 AGA >3 0.1800 10.1# 1.83

: 0#01050202 SOBRECIMIENTO $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 3)&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5#14 18.38 10.50

101010004 O!ICIAL 1.0000 0.5#14 15.40 8.80

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0448 2.68 0.12

231010001 MADERA TORNILLO 2 3.4000 5.08 1#.2#

: 0#0105020# SOBRECIMIENTOS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#01050#01 COLUMNAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 '55&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

101010004 O!ICIAL 2.0000 1.6000 15.40 24.64

101010005 PEON 10.0000 8.0000 13.85 110.80

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0#01050#02 COLUMNAS $ ENCOFRADO Y DESENCOFRADO

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 ')&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 1.0000 0.8000 13.85 11.08

M4>(4(

231010001 MADERA TORNILLO 2 4.2400 5.08 21.54

: 0#01050#0# COLUMNAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#01050#0& JUNTA DE DILATACION

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > )&35

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

101010005 PEON 1.0000 0.2000 13.85 2.##

5!5M4>(4(

210040005 TECNOPORT E 1( >2 0.5000 3.00 1.50

: 0#01050&01 COLUMNETAS $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 '16&10

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

101010004 O!ICIAL 2.0000 1.6000 15.40 24.64

101010005 PEON 10.0000 8.0000 13.85 110.80

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.8000 14.83 11.861&!#

: 0#01050&02 COLUMNETAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '3&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010004 O!ICIAL 1.0000 0.666# 15.40 10.2#

M4>(4(

231010001 MADERA TORNILLO 2 4.0000 5.08 20.32

: 0#01050&0# COLUMNAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#01050501 VIGAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 365&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.8000 18.38 14.#0101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 10.0000 4.0000 13.85 55.40

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0#01050502 VIGAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 ',&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8889 18.38 16.34

101010004 O!ICIAL 1.0000 0.8889 15.40 13.69

#00#M4>(4(

231010001 MADERA TORNILLO 2 3.5000 5.08 1#.#8

: 0#0105050# VIGAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#01050%01 ALIGERADO $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 361&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 3.0000 0.9600 18.38 1#.64

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 12.0000 3.8400 13.85 53.18

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

3012900010002 %IBRADOR DE CONCRETO 4 HP 1.25( > 0.5000 0.1600 #.42 1.193012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.3200 14.83 4.#5

: 0#01050%02 ALIGERADO$ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 36&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21

M4>(4(

231010001 MADERA TORNILLO 2 3.5300 5.08 1#.93

: 0#01050%0# ALIGERADO $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#01050%0& LADRILLO HUECO DE ARCILLA 12 6 PARA TECHO ALIGERADO

>:7 =<3-DIA MO. 2/0000000 E&. 2/0000000 :7 ?:7 7 ; 1&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0040 18.38 0.0#

101010005 PEON 9.0000 0.0360 13.85 0.50

M4>(4(

: 0#01050'01 MESADA $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 306&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 8.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1810 10.1# 1.84

2#%#"E?=;*

: 0#01050'02 MESADA $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 '3&6'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21

101010005 PEON 0.2500 0.1333 13.85 1.85

M4>(4(

2040100010002 ALAMBRE NEGRO RECOCIDO N 16 F 0.#000 2.68 1.88

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0#01050'0# MESADA $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

: 0#01050'0& MARCO DE VENTANAS $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 306&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 8.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1810 10.1# 1.842#%#"

: 0#01050'05 MARCO DE VENTANAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 '2&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19101010004 O!ICIAL 1.0000 0.5000 15.40 #.#0

101010005 PEON 0.2500 0.1250 13.85 1.#3

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.#000 2.68 1.88

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0#01050'0% MARCO DE VENTANAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0#020101 MURO LADRILLO KKDE ARCILLA 1! H + 00"01#02&) AMARRE DE SOGA JUNTA 15 6 MORTERO 1:1:5

>:7 62-DIA MO. "5000 E&. "5000 :7 ?:7 7 ; >2 '5&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8421 18.38 15.48

101010005 PEON 0.5000 0.4211 13.85 5.83

M4>(4(

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.1920 20.68 3.9#

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 3#.0000 0.48 1#.#6

231010001 MADERA TORNILLO 2 0.3800 5.08 1.93

290130022 AGA >3 0.0056 10.1# 0.06

: 0#020102 MURO LADRILLO KK DE ARCILLA 1!H + 0"01#02&) AMARRE DE CABEZA/ JUNTA 15 6 MORTERO 1:1:5

>:7 62-DIA MO. %&000 E&. %&000 :7 ?:7 7 ; >2 )6&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.2500 18.38 22.98

101010005 PEON 0.#500 0.93#5 13.85 12.98#5"%

M4>(4(

20#0200010003 ARENA GRESA PESTA EN OBRA >3 0.0460 38.14 1.#5

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.3#60 20.68 #.#8

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 60.0000 0.48 28.80

231010001 MADERA TORNILLO 2 0.3800 5.08 1.93

290130022 AGA >3 0.00#5 10.1# 0.08

: 0#02010# TABIQUERIA DE DRYALL E 015

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 6,&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5#14 18.38 10.50

101010004 O!ICIAL 1.0000 0.5#14 15.40 8.80

101010005 PEON 1.5000 0.85#1 13.85 11.8#

M4>(4(

2041200010012 CLA%O DE !I"ACION 1( ?:7 0.0250 9.#0 0.24

222160009 MASILLA DRYKALL 2# G 0.1250 50.90 6.36

2380100020006 LI"A DE !IERRO 120*DRYKALL+ 0.0200 1.29 0.03

251030002 TORNILLO KA!ER P.!INA 8)13MM > 0.0150 31.00 0.4#

251030003 TORNILLO GYPLAC/SPERBOARD P. !INA > 0.0200 15.51 0.31

251030004 !LMINANTE MARRON CAL 22 ?:7 0.0200 18.40 0.3#

2621400010028 PLACA GYPLAC ST 2.44$1.22 M$12 MM 0.#400 22.80 16.8#

2#2010093 RIEL METALICO 65$25$0.45MM$3M 0.4000 #.50 3.00

2#4050002 PARANTE METALICO 64$38$0.45 MM$ 3M 1.0000 9.60 9.60

2901400020028 CINTA P/"NTA PAPEL 52 MM $ #5M EN INT 0.0200 6.40 0.13

: 0#020201 TARRAJEO PRIMARIO

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 20&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5#14 18.38 10.50

101010005 PEON 0.5000 0.285# 13.85 3.96

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0#020202 TARRAJEO DE MUROS INTERIORES INC COLUMNAS

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 1,&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.3300 0.1#60 13.85 2.44

M4>(4(

231010004 MADERA TORNILLO PARA ANDAMIOS 2 0.5800 5.08 2.95231010005 MADERA TORNILLO *REGLAS+ 2 0.0250 5.08 0.13

290130022 AGA >3 0.0040 10.1# 0.04

: 0#02020# TARRAJEO DE MUROS E@TERIORES INC COLUMNAS

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 1,&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.3300 0.1#60 13.85 2.44122&

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0#02020& TARRAJEO EN VIGAS

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 31&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

M4>(4(

231010005 MADERA TORNILLO *REGLAS+ 2 0.0250 5.08 0.135!%

: 0#020205 VESTIDURAS DE DERRAMES EN PUERTAS/ VENTANAS Y MARCO DE VANOS

>:7 6-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; > 12&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4444 18.38 8.1#

101010005 PEON 0.5000 0.2222 13.85 3.08

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0#02020% BRUAS DE 5 @ 5 6

>:7 6-DIA MO. 220000 E&. 220000 :7 ?:7 7 ; > )&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.8000 0.2909 18.38 5.35

101010005 PEON 0.4000 0.1455 13.85 2.02

: 0#020#01 TARRAJEO DE CIELORASO

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 2,&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 0.5000 0.4000 13.85 5.54

M4>(4(

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.2000 19.41 3.88231010004 MADERA TORNILLO PARA ANDAMIOS 2 0.5890 5.08 2.99

290130022 AGA >3 0.0040 10.1# 0.04

: 0#020&01 VEREDA DE CONCRETO 1'5 ,-62 E&. FROT Y BRUADO

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ')&60

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 4.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.0800 15.40 1.23

101010005 PEON 10.0000 0.8000 13.85 11.08

M4>(4(

290130022 AGA >3 0.0140 10.1# 0.142!22

: 0#020&02 JUNTA EN VEREDAS CON ASFALTO

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > )&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0160 18.38 0.29

101010005 PEON 6.0000 0.1920 13.85 2.66

M4>(4(

2010500010001 AS!ALTO RC-250 0.0896 33.64 3.01

2902400010028 LEA <: 0.056# 3.00 0.1#

: 0#020&0# GRADERIA DE CONCRETO ACABADO FROTACHADO

>:7 62-DIA MO. 1050000 E&. 1050000 :7 ?:7 7 ; >2 ')&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 6.0000 0.45#1 18.38 8.40

101010004 O!ICIAL 1.0000 0.0#62 15.40 1.1#

101010005 PEON 8.0000 0.6095 13.85 8.44

M4>(4(

231010005 MADERA TORNILLO *REGLAS+ 2 0.5800 5.08 2.95290130022 AGA >3 0.0140 10.1# 0.14

3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.0#62 14.83 1.13

: 0#020&0& ENCOFRADO Y DESENCOFRADO EN GRADAS

>:7 62-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >2 1+&2,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2000 18.38 3.68

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

M4>(4(

231010001 MADERA TORNILLO 2 2.3000 5.08 11.68

: 0#020&05 RAMPA DE CONCRETO 1'5 ,-62 E&.

>:7 62-DIA MO. !50000 E&. !50000 :7 ?:7 7 ; >2 52&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 6.0000 0.564# 18.38 10.38

101010004 O!ICIAL 1.0000 0.0941 15.40 1.45

101010005 PEON 8.0000 0.#529 13.85 10.43

M4>(4(

290130022 AGA >3 0.0140 10.1# 0.14

: 0#020&0% REVESTIMIENTO DE GRANITO LAVADO EN RAMPAS INC BRUADO

>:7 62-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; >2 121&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

&2"!M4>(4(

2221500010022 GRANITO PREPARADO F 25.0000 2.94 #3.50

2280600#2 GRANALLA *BOLSA DE 40 + 7 0.6250 8.60 5.38

290130022 AGA >3 0.0050 10.1# 0.05

: 0#020&0' CURADO DE VEREDAS CON ADITIVO

>:7 62-DIA MO. &000000 E&. &000000 :7 ?:7 7 ; >2 1&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010005 PEON 1.0000 0.0200 13.85 0.28

M4>(4(

222180001 ADITI%O CRADOR 0.0600 11.98 0.#2

: 0#020501 CONTRAPISO DE 2.

>:7 62-DIA MO. "00000 E&. "00000 :7 ?:7 7 ; >2 25&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.0889 15.40 1.3#

101010005 PEON 6.0000 0.5333 13.85 #.39

M4>(4(

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.392# 19.41 #.62231010005 MADERA TORNILLO *REGLAS+ 2 0.0600 5.08 0.30

: 0#020502 PISO DE CEMENTO SEMIPULIDO Y BRUADO C100@100 E!MM

>:7 62-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >2 31&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.5333 18.38 9.80

101010004 O!ICIAL 0.5000 0.1333 15.40 2.05

101010005 PEON 2.0000 0.5333 13.85 #.39

M4>(4(

290130022 AGA >3 0.0069 10.1# 0.0#

: 0#02050# PISO CERAMICO #0 @ #0 6 DE COLOR

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 '6&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.5000 0.266# 13.85 3.69

M4>(4(

231010005 MADERA TORNILLO *REGLAS+ 2 0.0200 5.08 0.10##&'

: 0#02050& PISO CERAMICO 0&0 @ 0&0M ANTIDESLIZANTE GRANILLADO COLOR ARENA

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '+&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.5000 0.3333 13.85 4.62

M4>(4(

: 0#020505 PISO CERAMICO 0&0 @ 0&0M ANTIDESLIZANTE GRANILLADO COLOR BEIGE

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '+&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.5000 0.3333 13.85 4.62

M4>(4(

: 0#02050% PISO CERAMICO 0&0 @ 0&0M ANTIDESLIZANTE GRANILLADO COLOR HUESO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '+&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 0.5000 0.3333 13.85 4.62

M4>(4(

: 0#02050' TECHO CEMENTO PULIDO CON IMPERMEABILIZANTE/ BRUADO CADA 16 16

>:7 62-DIA MO. "00000 E&. "00000 :7 ?:7 7 ; >2 35&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.0889 15.40 1.3#

101010005 PEON 5.0000 0.4444 13.85 6.15

M4>(4(

20#0200010001 ARENA !INA >3 0.4210 35.59 14.98

231010001 MADERA TORNILLO 2 0.0600 5.08 0.302#&0

: 0#020%01 CONTRAZOCALO DE CERAMICO SIMILAR A PISO 020 6

>:7 6-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; > 2'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.5000 0.266# 13.85 3.69

M4>(4(

222080020 PEGAMENTO PARA CERAMICO F 0.0250 0.36 0.01

: 0#020%02 CONTRAZOCALOS E@TERIORES S-COLOREAR H20 6 MZ 1:2 (15 6

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 11&1,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

290130022 AGA >3 0.0020 10.1# 0.02

: 0#020'01 SARDINEL EN DUCHA REVESTIDO CON CERAMICO

>:7 6-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; > ''&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.3333 0.3333 13.85 4.62

M4>(4(

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 4.0000 0.48 1.92

2250600020005 !RAGA DE COLOR PARA CERAMICO F 0.0#88 3.36 0.26

231010001 MADERA TORNILLO 2 0.266# 5.08 1.35

: 0#020!01 ZOCALO DE CERAMICA #0#0 DE COLOR

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 51&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8889 18.38 16.34

101010005 PEON 0.2500 0.2222 13.85 3.08

M4>(4(

222080020 PEGAMENTO PARA CERAMICO F 0.3000 0.36 0.11225020139 CERAMICA DE COLOR 0.30$0.30 M >2 1.0500 29.55 31.03

290130022 AGA >3 0.0100 10.1# 0.10

: 0#020"01 PUERTA CONTRAPLACADA PLANCHA &@!@%MM

>:7 62-DIA MO. #!000 E&. #!000 :7 ?:7 7 ; >2 252&+3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 4.2105 18.38 ##.39

101010005 PEON 1.0000 2.1053 13.85 29.16

M4>(4(

222110001 COLA SINTETICA 0.0661 12.50 0.83

231020002 MADERA CEDRO PCALLPA 2 1.08#3 5.95 6.4#

231050003 TRIPLAY DE 4 $ 8 $ 6 >> 0.6292 34.45 21.68

: 0#020"02 PUERTA CON TABLEROS DE MADERA

>:7 62-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; >2 32+&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 6.0000 18.38 110.28

101010004 O!ICIAL 2.0000 4.0000 15.40 61.60

M4>(4(

2221100010001 COLA SINTETICA 0.2640 12.50 3.30

231020001 MADERA CEDRO 2 21.5600 #.14 153.94

: 0#020"0# BISAGRA DE ACERO ALUMINIZADO DE &. PESADA EN PUERTAS

>:7 =<3-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; +&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.#500 0.1500 18.38 2.#6

M4>(4(

: 0#020"0& BISAGRA DE ACERO ALUMINIZADO DE 25. PESADA EN VENTANAS

>:7 =<3-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; 3&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

M4>(4(

23#060013 BISAGRA DE !IERRO ALMINI'ADO DE 2.5 1.0000 1.69 1.69

: 0#020"05 CERRADURA DOS GOLPES EN PUERTAS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; )3&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

M4>(4(

: 0#020"0% MANIJA DE BRONCE &. PARA PUERTAS

>:7 =<3-DIA MO. 550000 E&. 550000 :7 ?:7 7 ; 22&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1455 18.38 2.6#

M4>(4(

: 0#020"0' CANDADO TIPO FORTE %066

>:7 =<3-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; ')&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1600 18.38 2.94

M4>(4(

: 0#020"0! PICAPORTE DE %. DE FIERRO

>:7 =<3-DIA MO. #20000 E&. #20000 :7 ?:7 7 ; 11&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2500 18.38 4.60

M4>(4(

: 0#020"0" PUERTA DE ALUMNIO DE DOS HOJAS BATIENTE INC ACCESORIOS

>:7 62-DIA MO. E&. C7<:7 :7 ?:7 7 ; >2 313&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4>(4(

243120002 PERTA DE ALMNIO DE DOS HO"AS BATI >2 1.0000 313.56 313.56

: 0#020"10 VENTANAS BAJAS Y ALTAS DE ALUMINIO TIPO CORREDIZA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#020"11 VENTANAS ALTAS DE ALUMINIO FIJAS

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#020"12 ESTRUCTURA TUBULAR DE PROTECCION EN VENTANAS

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#020"1# ANCLAJE PARA FIJACION DE VIGUETERIA TUBULAR METALICA EN PASAJES E@TERIORES

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#021001 ESPEJOS BISELADOS 0&0 @ 0%0

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 5+&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

M4>(4(

243160002 ESPE"O BISEL O%AL 0.60$0.40M 1.0000 40.68 40.68

: 0#021002 PANELES DE VIDRIO TEMPLADOS 10 MM EN MUROS DE INGRESO INC CARPINTERIA DE ALUMINIO

>:7 62-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; >2 25'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050146 SMINISTRO E INSTALACION DE PANELES >2 1.0000 254.24 254.24

: 0#021101 COBERTURA C- PLANCHA METALICA CURVA TR& O SIMILAR INC PERFILES

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

228030002 SMINISTRO E INSTAL.COBERTRA C/ PLA >2 1.0000 152.54 152.54

: 0#021102 SUMINISTRO E INSTALACION DE TIJERAL 1 CURVADO TUBULAR DE &.@&.@ 25MM

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 6))&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(2#1050154 SMINISTRO E INSTALACION DE TI"ERAL 1 1.0000 6##.9# 6##.9#

: 0#02110# SUMINISTRO E INSTALACION DE CORREA METALICA 1 DE TUB CUAD2.@2.@25MM

>:7 6-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; > 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050155 SMINISTRO E INSTALACION DE CORREA > 1.0000 169.49 169.49

: 0#02110& SUMINISTRO E INSTALACION DE CARTELA METALICA APOYO MOVIL

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 6)&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301240013 SMINISTRO E INSTALACION DE CARTELA 1.0000 6#.80 6#.80

: 0#021105 SUMINISTRO E INSTALACION DE CARTELA METALICA APOYO FIJO

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 6)&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301240014 SMINISTRO E INSTALACION DE CARTELA 1.0000 6#.80 6#.80

: 0#02110% SUMINISTRO E INSTALACION DE ANCLAJE METALICO PARA IZAJE DE COLUMNA TUBULAR EN PATIOS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#021201 PINTURA LATE@ EN MUROS INTERIORES Y TABIQUERIA

>:7 62-DIA MO. #50000 E&. #50000 :7 ?:7 7 ; >2 )&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2286 18.38 4.20

101010005 PEON 0.2000 0.045# 13.85 0.63

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238010001 LI"A PARA MADERA 0.0100 0.#2 0.01

240010001 PINTRA LATE$ 0.0500 50.00 2.50

240150001 IMPRIMANTE 0.0300 16.95 0.51#02

: 0#021202 PINTURA LATE@ EN CIELO RASO Y VIGAS

>:7 62-DIA MO. ##0000 E&. ##0000 :7 ?:7 7 ; >2 ,&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2424 18.38 4.46101010005 PEON 0.2000 0.0485 13.85 0.6#

M4>(4(

238010001 LI"A PARA MADERA 0.0100 0.#2 0.01

240150001 IMPRIMANTE 0.0300 16.95 0.51

: 0#02120# PINTURA LATE@ EN MUROS E@TERIORES

>:7 62-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >2 ,&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 0.2000 0.0533 13.85 0.#4

M4>(4(

238010001 LI"A PARA MADERA 0.0100 0.#2 0.01

240010011 PINTRA LATE$ LA%ABLE 0.0500 50.00 2.50240150001 IMPRIMANTE 0.0300 16.95 0.51

: 0#02120& PINTURA LATE@ EN BORDES Y DERRAMES

>:7 6-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; > 12&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.285# 18.38 5.25

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238010001 LI"A N 100 0.2000 0.#2 0.14

240150001 IMPRIMANTE 0.0556 16.95 0.94

: 0#021205 PINTURA AL DUCO EN CARPINTERIA DE MADERA

>:7 62-DIA MO. 11'0000 E&. 11'0000 :7 ?:7 7 ; >2 +&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.0684 18.38 1.26

101010005 PEON 0.1000 0.0068 13.85 0.09

M4>(4(

238010001 LI"A PARA MADERA 0.1600 0.#2 0.12

240020001 PINTRA ESMALTE 0.0600 39.83 2.39

: 0#02120% PINTURA ESMALTE 2 MANOS EN CONTRAZOCALO DE CEMENTO H020M

>:7 6-DIA MO. 1&00000 E&. 1&00000 :7 ?:7 7 ; > 1&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.05#1 18.38 1.05

101010005 PEON 0.5000 0.0286 13.85 0.40

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240020001 PINTRA ESMALTE 0.00#5 39.83 0.30

: 0#02120' PINTURA ESMALTE Y ANTICORROSIVA 2 MANOS EN ESTRUCTURA DE PROTECCION DE VANOS

>:7 62-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; >2 1)&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4444 18.38 8.1#

101010005 PEON 1.0000 0.4444 13.85 6.15

M4>(4(2380100020005 LI"A DE !IERRO 8 0.1600 1.5# 0.25

240020001 PINTRA ESMALTE 0.0400 39.83 1.59

2400800130006 THINER ACRILICO 0.0200 12.00 0.24

: 0#0#0101 INODORO NACIONAL ONE PIECE COLOR

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 22+&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

24#020003 INODORO ONE PIECE *AC&A ONE PIECE 1.0000 229.90 229.90

: 0#0#0102 LAVATORIO NACIONAL PEDESTAL COLOR

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 120&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#0#010# LAVADERO DE ACERO INO@IDABLE DOS POZAS P-COCINA ESCURRIDERO

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '+1&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4>(4(

222100001 SILICONA 0.2500 12.00 3.00

2460300010001 TBO DE ABASTO 1/2( 1.0000 20.40 20.40

24#0#00010002 LA%ADERO DE ACERO INO$IDABLE DOS P 1.0000 391.14 391.14

: 0#0#010& JUEGO DE ACCESORIOS +PAPELERA/ JABONERA/ TOALLERO)

>:7 8,*-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 7 '5&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0#0#0105 COLOCACION DE ACCESORIOS SANITARIOS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 30&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

M4>(4(

: 0#0#010% COLOCACION DE APARATOS SANITARIOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; ,6&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

243150020 MASILLA 0.2000 3.20 0.64

: 0#0#010' GRIFERIA MEZCLADORA DE DUCHA

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; )1&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

256020006 GRI!ERIA ME'CLADORA PARA DCHA 1.0000 #1.95 #1.95

: 0#0#010! GRIFERIA MEZCLADORA PARA LAVATORIO

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 106&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2560200010001 GRI!ERIA ME'CLADORA DE 4( LMINA CR 1.0000 106.69 106.69

: 0#0#0201 SALIDA VENTILACION DE PVC$SAL 2.

>:7 ;>*-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; :7 ')&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

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2050#00020024 TBERIA P%C SAL 2( $ 3 M > 3.0000 2.69 8.0#

2060200030001 CODO P%C-SAL 2( $ 90 1.2000 0.85 1.02

: 0#0#0202 SALIDA DESAGUE DE PVC SAL 2.

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 )1&+1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 1.0000 2.0000 13.85 2#.#0

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2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.5000 2.69 4.04

2060200030001 CODO P%C-SAL 2( $ 90 1.0000 0.85 0.85

2061#00010010 YEE P%C SAL 2( ) 2( 1.0000 2.09 2.09

: 0#0#020# YEE DE 2. PVC SAL

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 0.1000 0.0286 18.38 0.53

101010005 PEON 1.0000 0.285# 13.85 3.96

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2061#00010010 YEE P%C SAL 2( ) 2( 1.0000 2.09 2.09

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>:7 =<3-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; ,&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.026# 18.38 0.49

101010005 PEON 1.0000 0.266# 13.85 3.69

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2061#00010008 YEE P%C SAL 4( ) 2( 1.0000 4.26 4.26

: 0#0#0205 CODO DE &5 PVC SAL 2.

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 11&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

2051000020006 CODO P%C SAP C/R 2( $ 45 1.0000 0.85 0.85

: 0#0#020% REDUCTOR DE &. A 2.

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 1'&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

2061400010002 REDCCION P%C-SAL DE 4( A 2( 1.0000 4.15 4.15

: 0#0#020'01 TRAZO Y NIVELES Y REPLANTEO RED DESAGUE

>:7 6-DIA MO. 5000000 E&. 5000000 :7 ?:7 7 ; > 1&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0160 18.38 0.29

101010005 PEON 2.0000 0.0320 13.85 0.44

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231010001 MADERA TORNILLO 2 0.0200 5.08 0.10

292010001 CORDEL > 0.1900 0.20 0.040#'

3010000110001 TEODOLITO J 1.0000 0.0020 93.22 0.19

301000029 KINCHA DE 50> 1.0000 0.0160 5.00 0.08

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>:7 6-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; > ,&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 0.8000 0.6400 13.85 8.86

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>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 0.0800 13.85 1.11

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: 0#0#020'0# RED COLECTORA PVC$SAL DE &.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 16&01

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

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206010001000# TBERIA P%C-SAL 4( $ 3 > > 1.0200 6.58 6.#1

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>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > 12&0'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.3335 0.266# 18.38 4.90

101010005 PEON 1.3335 0.266# 13.85 3.69

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2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.0200 2.69 2.#4

: 0#0#020'05 MONTANTE DE TUBERIA VENTILACION PVC SAL 2.

>:7 6-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; > 15&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010005 PEON 1.0000 0.3200 13.85 4.43

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2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.0200 2.69 2.#4

205090004 CODO P%C SAL DE 2( $ 90 1.0000 1.0# 1.0#

: 0#0#0#01 SOMBRERO DE VENTILACION 2.

>:7 =<3-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; 12&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.2000 18.38 3.68

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: 0#0#0#02 SUMIDERO DE BRONCE ROSCADO 2.

>:7 =<3-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; 22&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90

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2061200010002 TRAMPA (P( P%C SAL DE 2( 1.0000 9.50 9.50

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.8000 18.38 14.#01&'0

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205090003 CODO P%C SAL DE 4( $ 90 1.0000 3.81 3.81

: 0#0#0#0& REGISTRO DE BRONCE 2.

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 35&0'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.8000 18.38 14.#0

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205090003 CODO P%C SAL DE 4( $ 90 1.0000 3.81 3.81

: 0#0#0&01 CAJAS DE REGISTRO DE DESAGUE 1!. 2&.

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 1)0&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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>:7 ;>*-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; :7 ),&03

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101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 0.5000 1.3333 13.85 18.4#

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2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.1000 1.50 3.15

241030001 CINTA TE!LON 0.2000 3.00 0.60

: 0#0#0502 SALIDA DE AGUA FRIA TUBERIA PVC C$10 O #-&.

>:7 ;>*-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; :7 ,2&')

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101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 0.5000 1.3333 13.85 18.4#

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2050#0002002# TBERIA P%C SAP PRESION C-10 C/R. 3/4( > 3.0000 2.92 8.#62050900010002 CODO P%C SAP S/P 3/4( $ 90 2.1000 2.50 5.25

241030001 CINTA TE!LON 0.2000 3.00 0.60

: 0#0#050#01 TRAZO/ NIVELES Y REPLANTEO RED AGUA FRIA

>:7 6-DIA MO. 5000000 E&. 5000000 :7 ?:7 7 ; > 1&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0160 18.38 0.29

101010005 PEON 2.0000 0.0320 13.85 0.44

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231010001 MADERA TORNILLO 2 0.0200 5.08 0.10

292010001 CORDEL > 0.1900 0.20 0.04

3010000110001 TEODOLITO J 0.8500 0.001# 93.22 0.16

301000029 KINCHA DE 50> 1.0000 0.0160 5.00 0.08

: 0#0#050#02 E@CAVACION DE ZANJAS T-N PARA AGUA 1-2.$2 1-2.

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 5&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 0.4000 13.85 5.54

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>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 11&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

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: 0#0#050#0& TUBERIA PVC CLASE 10 DE #-&.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 12&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

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2050#0002002# TBERIA P%C SAP PRESION C-10 C/R. 3/4( > 1.0300 2.92 3.01

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>:7 =<3-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; +&0,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.3200 18.38 5.88

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: 0#0#050#0% PRUEBA HIDRAULICA DESINFECCION TUBERIA CPVC

>:7 6-DIA MO. 1!00000 E&. 1!00000 :7 ?:7 7 ; > 1&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0444 18.38 0.82

101010005 PEON 0.5000 0.0222 13.85 0.31

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290130022 AGA >3 0.0030 10.1# 0.03

005E?=;*

3010400030003 MOTOBOMBA DE 2( *5HP+ > 1.0000 0.0444 15.00 0.6#

: 0#0#0%01 VALVULA COMPUERTA DE 1-2

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 52&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

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2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.0000 1.50 3.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030010 NIPLE DE P%C DE 1/2($2( 3.0000 1.00 3.00

253180001 %AL%LA COMPERTA DE 1/2( 1.0000 18.22 18.22

: 0#0#0%02 VALVULA COMPUERTA DE #-&

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 60&++

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

2&51M4>(4(

2050900010002 CODO P%C SAP S/P 3/4( $ 90 2.0000 2.50 5.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030011 NIPLE DE P%C DE 3/4($2( 3.0000 1.00 3.00

253180002 %AL%LA COMPERTA DE 3/4( 1.0000 25.00 25.00

: 0#0#0%0# GRIFERIA DE RIEGO DE JARDINES

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 50&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.6000 18.38 29.41

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241030001 CINTA TE!LON 0.1000 3.00 0.30

25602000# GRI!ERIA DE RIEGO 1.0000 21.19 21.19

: 0#0#0%0& CAJA PARA VALVULA +NICHO DE MAYOLICA CON TAPA)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 26&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.3000 0.3000 13.85 4.16

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225020140 MAYOLICA DE COLOR DE 0.30 $ 0.30M NAC >2 0.1050 29.55 3.102250600020005 !RAGA DE COLOR PARA CERAMICO F 0.1000 3.36 0.34

: 0#0#0'01 SALIDA DE AGUA CALIENTE TUBERIA CPVC 1-2.

>:7 ;>*-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; :7 ,5&+1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 1.0000 1.6000 13.85 22.16

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2150100010002 TBERIA CP%C DE 1/2( > 4.0000 2.92 11.68

2150200020001 CODO CP%C DE 1/2( ) 90 2.2300 4.00 8.92

2150500010001 NION CP%C DE 1/2( 0.5000 5.00 2.50

: 0#0#0'0201 RED DE DISTRIBUCION INTERIOR$E@TERIOR DE AGUA CALIENTE CON TUBERIA CPVC DE 1-2.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 1)&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(

2150100010002 TBERIA CP%C DE 1/2( > 1.0300 2.92 3.01

2150200020001 CODO CP%C DE 1/2( ) 90 0.26#0 4.00 1.0#

2150300010001 TEE CP%C DE 1/2( 0.1330 4.00 0.53

2150500010001 NION CP%C DE 1/2( 0.2030 5.00 1.02

: 0#0#0'0202 PRUEBA HIDRAULICA DESINFECCION TUBERIA PVC

>:7 6-DIA MO. 1!00000 E&. 1!00000 :7 ?:7 7 ; > 1&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0444 18.38 0.82

101010005 PEON 0.5000 0.0222 13.85 0.31

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290130022 AGA >3 0.0030 10.1# 0.03

3010400030003 MOTOBOMBA DE 2( *5HP+ > 1.0000 0.0444 15.00 0.6#

: 0#0#0!01 RED PLUVIAL TUBERIA DE PVC SAL #.

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69!5"

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2050#00020028 TBERIA P%C SAL 3( $ 3 M > 1.0300 5.35 5.51

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>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 2)&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.4000 18.38 #.35

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: 0#0#0!0# YEE PVC SAL #.

>:7 =<3-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; ,&'2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.0286 18.38 0.53101010005 PEON 1.0000 0.285# 13.85 3.96

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2061#00010009 YEE P%C SAL 3( ) 3( 1.0000 3.81 3.81

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>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 12&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

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2051000010008 CODO P%C SAP S/P 3( $ 45 1.0000 1.86 1.86

: 0#0#0!05 SUMIDERO PLUVIAL DE BRONCE #.

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; 61&',

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 0.5000 1.0000 13.85 13.85

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2050#00020028 TBERIA P%C SAL 3( $ 3 M > 0.3000 5.35 1.61

205090005 CODO P%C SAL DE 3( $ 90 1.0000 2.#6 2.#6

: 0#0#0!0%01 PROTECCION DE TUB ENTREGA FINAL CON MALLA ELECTROSOLD ANTIRROEDORES

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; 16&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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: 0#0#0!0%02 CAJAS DE REGISTRO DE DESAGUE 10. 20.

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; 21,&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.2000 18.38 3.68

101010004 O!ICIAL 2.0000 4.0000 15.40 61.60

101010005 PEON 2.0000 4.0000 13.85 55.40

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2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 42.0000 0.48 20.16

231010001 MADERA TORNILLO 2 1.3300 5.08 6.#6"!0#

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>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > 13&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.1333 15.40 2.05

101010005 PEON 1.0000 0.1333 13.85 1.85

!!0M4>(4(

: 0#0&0101 SALIDA DE TECHO

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 )0&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

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2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

2#1010065 CABLE NH-80 1$ 4 >>2 > 9.5000 1.90 18.052#1030062 TERMINAL DE DCTO P%C-P T/PRESION 20 1.0000 1.80 1.80

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

: 0#0&0102 SALIDA PARA BRAQUETE

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 )0&'5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 1.0000 18.38 18.38

101010005 PEON 1.0000 2.0000 13.85 2#.#0

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2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

2#1010065 CABLE NH-80 1$ 4 >>2 > 8.3000 1.90 15.##

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

: 0#0&010# SALIDA DE PARED INTERRUPTOR SIMPLE

>:7 ;>*-DIA MO. E&. C7<:7 :7 ?:7 7 ; :7 30&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 0.1#39 18.38 3.20

101010005 PEON 0.34#8 13.85 4.82

M4>(4(

2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

2#1030063 TERMINAL DE DCTO P%C-P T/PRESION 16 0.5000 1.50 0.#522%!

: 0#0&010& SALIDA DE PARED INTERRUPTOR DOBLE

>:7 ;>*-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; :7 3'&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

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2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

: 0#0&0105 SALIDA DE PARED INTERRUPTOR TRIPLE

>:7 ;>*-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; :7 '2&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 5.0000 1.90 9.50

: 0#0&010% SALIDA DE PARED INTERRUPTOR CUMMUTADOR

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 )1&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 0.#500 1.0000 13.85 13.85

M4>(4(

2050400010010 CONE$ION A CA"A P%C SEL 3/4( 3.0000 0.50 1.50

2050400010011 CR%A P%C SEL 3/4 3.0000 0.42 1.26241020001 CINTA AISLANTE 0.1000 3.81 0.38

246030002 TBO DE P%C-P 16 MM DIAM. > 2.5000 0.60 1.50

262120002 INTERRPTORES DE COMMTACION 1.0000 8.05 8.05

2680100010004 CA"A OCTOGONAL !IERRO GAL%ANI'ADO 1.0000 1.#0 1.#0

2#1010065 CABLE NH-80 1$ 4 >>2 > 9.0000 1.90 1#.10

: 0#0&010' SUMINISTRO E INSTALACION DE BUZONES DE CONCRETO

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 23+&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 2.0000 3.2000 13.85 44.32

M4>(4(

20#010009 GRA%ILLA >3 0.1250 45.00 5.63

219110002 B'ON DE C.A.% 1.00$0.80 M CON TAPA D 1.0000 160.00 160.00

: 0#0&010! SALIDA PARA ANTENA DE TELEVISION CON PVC

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 +0&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 0.#500 1.5000 13.85 20.#8

M4>(4(

2191300010016 TB. P%C SEL P/INST. ELECT. DE 5/8( ) 3 1.5000 5.00 #.50

2621400010025 PLACA DE SALIDA DE TELE%ISION YB TEL 1.0000 23.00 23.00

2680800010004 CA"A RECTANG GAL% PESADA 4()2 1/8()2 1 1.0000 1.20 1.202#2010090 CR%A LI%IANO P%C SEL P/INST. ELECT 5/8 1.0000 1.00 1.00

: 0#0&0201 SALIDA PARA TOMACORRIENTES DOBLES CON LINEA A TIERRA

>:7 ;>*-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; :7 +2&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1000 3.81 0.38

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.30

2#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

: 0#0&0202 SALIDA PARA EQUIPOS ESPECIALES EN COBSTETRICO$LABORATORIO

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 103&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

M4>(4(

241020001 CINTA AISLANTE 0.1000 3.81 0.38

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.302#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

: 0#0&0#01 TABLERO DE DISTRIBUCION DE TD $1 DE 12 POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; 1'6&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

: 0#0&0#02 TABLERO DE DISTRIBUCION DE TD $2 DE 1! POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; 162&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

290250012 TABLERO ELECTRICO !G DE 18 POLOS 1.0000 #6.2# #6.2#

: 0#0&0#0# TABLERO DE DISTRIBUCION DE TD $# DE 5& POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; '6)&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

: 0#0&0#0& INTERRUPTOR TERMOMAGNETICO 2 @ 15A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

12%5M4>(4(

: 0#0&0#05 INTERRUPTOR TERMOMAGNETICO 2 @ 20A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.4612%5

M4>(4(

: 0#0&0#0% INTERRUPTOR TERMOMAGNETICO 2 @ #2A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0#0&0#0' INTERRUPTOR TERMOMAGNETICO # @ %#A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 112&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0#0&0#0! INTERRUPTOR DIFERENCIAL 2 @ #2 A-#066

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 13'&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0#0&0&01 CAJA DE PASO DE F*G* DE 150@150@100 MM

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 25&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.391'1"

M4>(4(

: 0#0&0&02 CAJA DE PASO OCTOGONAL

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 1+&++

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

: 0#0&0501 SALIDA DE TELEFONO

>:7 ;>*-DIA MO. 220000 E&. 220000 :7 ?:7 7 ; :7 2'6&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.3636 18.38 6.68

101010005 PEON 2.0000 0.#2#3 13.85 10.0#

M4>(4(

246030002 TBO DE P%C-P 16 MM DIAM. > 12.5000 0.60 #.50

268120002 CA"A DE PASO !G 300$300$100 MM C/TA 0.0900 6.00 0.54

2#0010298 CABLE TELE!ONICO 22 DE 4 HILOS > 52.4600 4.00 209.84

2#1010064 CONECTOR TELE!ONICO DE 3 PARES R"1 1.0000 12.00 12.00

2#1030063 TERMINAL DE DCTO P%C-P T/PRESION 16 0.1100 1.50 0.1#

: 0#0&0502 SALIDA PARA PUNTO DE RED INFORMATICA Y TELEFONO

>:7 ;>*-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; :7 5)&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.3333 18.38 6.13

101010005 PEON 2.0000 1.3333 13.85 18.4#

M4>(4(

2051#00010022 CR%A P%C-P 25MM DIAM. 3.0000 2.10 6.30

2#0010294 CABLE TP TREN'ADO CATEGORIA 5/8 HIL 0.2500 4.00 1.00

2#1030064 TERMINAL DE DCTO P%C-P 25MM DIAM. 1.2500 2.54 3.18

2#2010089 TBO P%C-P 25MM DIAM. 4.2500 3.31 14.0#

2#3010021 CONECTOR R"45 TP CAT. 5E CONE$ION 1 1.0000 0.85 0.85

: 0#0&050# SUMINISTRO E INSTALACION DE SITCH DE BORDE DE ! PUERTOS

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; ,+&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

205240001001# BSHING P%C-SAP 2( 1.0000 5.08 5.082681000010060 CA"A CADRADA GAL%ANI'ADA LI%IANA 12 1.0000 16.86 16.86

290220010 SMNISTRO DE N SKITCH DE BORDE DE 1.0000 50.85 50.85

: 0#0&050& SUMINISTRO E INSTALACION DE CABLE UTP ACT 5E DELDEN

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > 2&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010005 PEON 1.0000 0.0320 13.85 0.4410#

M4>(4(

2#0010299 CABLE TP CAT 5E BELDEN > 1.0500 1.#0 1.#9

: 0#0&0505 SUMINISTRO E INSTALACION DE CABLE UTP TELEFONICO PLANO DE & HILOS

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > 1&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010005 PEON 1.0000 0.0320 13.85 0.44

M4>(4(

2#0010300 CABLE TELE!ONICO 22 DE 4 HILOS > 1.0500 0.#0 0.#4

: 0#0&050% SUMINISTRO E INSTALACION DE CABLE COA@IAL RG$5" PARA TV

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > 1&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010005 PEON 1.0000 0.0320 13.85 0.44

M4>(4(

2#0010301 CABLE COA$IAL RG-59 > 1.0500 0.85 0.89

: 0#0&0%01 E@CAVACION DE ZANJA 0%0 100 6 CON MAQUINARIA PARA TENDIDO DE CABLE

>:7 6-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; > 21,&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 1.0000 13.85 13.85

: 0#0&0%02 RELLENO MANUAL CON MATERIAL PROPIO PARA REDES ELECTRICAS

>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > )&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 3.0000 0.4000 13.85 5.5455&

M4>(4(

21601001# LADRILLO 18 HECOS 3.0000 0.48 1.44

: 0#0&0%0# ALIMENTADOR CABLE NYY #$1&662 1&662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 25&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010304 CABLE NYY 1 $ 4 >>2 > 1.0300 3.39 3.49

2#00200010015 CABLE NYY 3-1$4 >>2 > 3.1000 6.36 19.#2

: 0#0&0%0& ALIMENTADOR CABLE NYY #$1%662 1&662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2,&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010304 CABLE NYY 1 $ 4 >>2 > 1.0300 3.39 3.49

2#0020001001# CABLE NYY 3-1$6 >>2 > 3.1000 #.26 22.51

: 0#0&0%05 ALIMENTADOR CABLE NYY #$110662 1%662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > '2&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010303 CABLE NYY 1 $ 6 >>2 > 1.0300 3.39 3.49

2#00200010006 CABLE NYY 3-1$10 >>2 > 3.1000 11.60 35.96

: 0#0&0'01 ARTEF FLUORESCENTE 2-20 CON DIFUSOR PLASTICO +SIM ELA 2 @ 20 JOSFEL)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 165&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1500 3.81 0.5#

: 0#0&0'02 LUMINARIA DE EMERGENCIA RECARGABLE VER ESPECTECN

>:7 =<3-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; +0&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.3333 18.38 6.13

101010005 PEON 1.0000 0.666# 13.85 9.23

M4>(4(

: 0#0&0'0# LAMPARA AHORRADOR DE 20

>:7 =<3-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; 1'&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

: 0#0&0'0& LUMINARIA DE PARED CON FOCOS REFLECTORES TIPO LED

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 2,0&0+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(241020001 CINTA AISLANTE 0.1500 3.81 0.5#

2#0110326 RE!LECTOR LED 30K 1.0000 24#.29 24#.29

: 0#0&0!01 POZO DE PUESTA A TIERRA CON CAJA DE REGISTRO

>:7 84-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; ? 565&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.8333 2.2221 18.38 40.84

101010005 PEON 3.3330 8.8880 13.85 123.10

M4>(4(

241010003 CINTA ATO%LCANI'ANTE 16.0000 13.4# 215.52

2#1060002 CONDCTOR DE COBRE DESNDO DE 16 > 5.0000 4.4# 22.35

2#2040046 CARBON %E"ETAL 50.0000 0.90 45.00

2#2040056 SAL INDSTRIAL F 50.0000 0.25 12.50

: 0&010101 INSTALACION PROVISIONAL PARA DEPOSITO DE AGUA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,)2&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 2.666# 21.3336 18.38 392.11

101010005 PEON 1.3330 10.6640 13.85 14#.#0

M4>(4(

20#0200010001 ARENA !INA >3 0.3600 35.59 12.81

20#0200010002 ARENA GRESA >3 0.3500 38.14 13.35

: 0&010201 LIMPIEZA DE TERRENO MANUAL

>:7 62-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >2 3&1'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0200 18.38 0.3#

101010005 PEON 1.0000 0.2000 13.85 2.##

: 0&010202 TRAZO/ NIVELES Y REPLANTEO

>:7 62-DIA MO. #000000 E&. #000000 :7 ?:7 7 ; >2 1&62

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.026# 18.38 0.49

101010005 PEON 3.0000 0.0800 13.85 1.11

M4>(4(

2130300010002 YESO BOLSA 12 F 7 0.0100 2.10 0.02

: 0&010#01 E@CAVACION DE ZANJA PARA CIMIENTOS Y ZAPATAS CON MAQUINARIA

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 1)6&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 12.0000 4.8000 13.85 66.48

1010200010015 OPERARIO DE E&IPO PESADO 2.0000 0.8000 18.38 14.#0

: 0&010#02 E@CAVACION MANUAL DE ZANJA PARA SARDINEL-UAS DE VEREDAS

>:7 6-DIA MO. ###&00 E&. ###&00 :7 ?:7 7 ; > )&0+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0240 18.38 0.44

101010005 PEON 2.0000 0.4#99 13.85 6.65

: 0&010#0# RELLENO COMPACTADO CON EQUIPO MATERIAL PROPIO

>:7 6#-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >3 3)&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 0.266# 15.40 4.11

101010005 PEON 8.0000 2.1333 13.85 29.55

: 0&010#0& RELLENO CON AFIRMADO DE &. EN INTERIORES INC VEREDAS PERIMETRALES Y ESTACIONAM

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ,&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0400 18.38 0.#4

101010005 PEON 2.0000 0.1600 13.85 2.22

M4>(4(

290130022 AGA >3 0.0150 10.1# 0.15

: 0&010#05 RELLENO COMPACT C-EQUIPO AFIRMADO EN CIMENTACIONES

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 65&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010005 PEON 1.0000 0.8000 13.85 11.08

M4>(4(2#1050139 A!IRMADO PESO EN OBRA >3 1.3500 32.20 43.4#

290130022 AGA >3 0.0500 10.1# 0.51

301100008 COMPACTADORA %IBRATORIA TIPO PLANC > 1.0000 0.8000 12.#1 10.1#

: 0&010#0% ELIMINACION DE MATERIAL E@CEDENTE C- MAQUINA D5KM

>:7 6#-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; >3 1,&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.0320 13.85 0.44

3012200040002 CAMION %OL&ETE DE 10 >3 > 3.0000 0.0960 12#.12 12.20

: 0&010#0' NIVELACION INTERIOR Y COMPACTADO PARA FALSO PISO/ INC VEREDAS Y ESTACIONAM

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 26&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 1.0000 0.666# 13.85 9.23

21&!M4>(4(

: 0&010&01 SOLADO PARA CONCRETO 1:12 E010M

>:7 62-DIA MO. 1200000 E&. 1200000 :7 ?:7 7 ; >2 20&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.1333 18.38 2.45

101010004 O!ICIAL 1.0000 0.066# 15.40 1.03

101010005 PEON 6.0000 0.4000 13.85 5.54

M4>(4(

: 0&010&02 CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO$HORMIGON #0 PIEDRA

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 1,0&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86101010005 PEON 10.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1800 10.1# 1.83

: 0&010&0# CONCRETO FALSO PISO INC RAMPAS (&. 1:% <=9( (,43* 9 443*

>:7 62-DIA MO. 1200000 E&. 1200000 :7 ?:7 7 ; >2 2)&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 2.0000 0.1333 18.38 2.45

101010004 O!ICIAL 1.0000 0.066# 15.40 1.03

101010005 PEON 6.0000 0.4000 13.85 5.54

M4>(4(

290130022 AGA >3 0.0155 10.1# 0.16

: 0&010&0& FALSA COLUMNA CONCRETO FC1&0 KG-CM2

>:7 6#-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; >3 2,)&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010004 O!ICIAL 0.5000 0.666# 15.40 10.2#

101010005 PEON 2.0000 2.666# 13.85 36.93

M4>(4(

20#0100010005 PIEDRA CHANCADA 1/2( PESTA EN OBRA >3 0.6200 #2.03 44.6620#0200010003 ARENA GRESA PESTA EN OBRA >3 0.5000 38.14 19.0#

290130022 AGA >3 0.0155 10.1# 0.16

: 0&010&05 ENCOFRADO Y DESENCOFRADO FALSA COLUMNA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ',&66

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 1.0000 0.8000 13.85 11.08

M4>(4(

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0&010&0%01 E@CAVACION DE ZANJA PARA CUNETAS CON MAQUINARIA

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 1)6&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 12.0000 4.8000 13.85 66.48

: 0&010&0%02 CONCRETO FC1&0 KG-CM2 PARA MUROS Y FONDO DE CUNETA

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 32'&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

101010005 PEON 8.0000 6.4000 13.85 88.64

M4>(4(

20#0100010005 PIEDRA CHANCADA 1/2( PESTA EN OBRA >3 0.#000 #2.03 50.42

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 6.5000 19.41 126.1#290130022 AGA >3 0.1810 10.1# 1.84

: 0&010&0%0# ENCOFRADO Y DESENCOFRADO DE CUNETA

>:7 62-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >2 1+&2,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.2000 18.38 3.68

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

M4>(4(

231010001 MADERA TORNILLO 2 2.3000 5.08 11.68

: 0&010&0%0& JUNTA EN VEREDAS CON ASFALTO

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > )&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0160 18.38 0.29

101010005 PEON 6.0000 0.1920 13.85 2.66

M4>(4(

2010500010001 AS!ALTO RC-250 0.0896 33.64 3.01

2902400010028 LEA <: 0.056# 3.00 0.1##5!

: 0&01050101 ZAPATAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 33+&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.6400 18.38 11.#6

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 8.0000 2.5600 13.85 35.46

M4>(4(

290130022 AGA >3 0.1860 10.1# 1.89

: 0&01050102 ZAPATAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&01050201 SOBRECIMIENTO $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >3 310&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21

101010005 PEON 6.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1800 10.1# 1.83

: 0&01050202 SOBRECIMIENTO $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 '0&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5#14 18.38 10.50

101010004 O!ICIAL 1.0000 0.5#14 15.40 8.80

M4>(4(

204120001000# CLA%OS PARA MADERA CON CABE'A DE 4( F 0.3000 4.00 1.20

231010001 MADERA TORNILLO 2 3.3000 5.08 16.#6

: 0&0105020# SOBRECIMIENTOS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

2&1E?=;*

: 0&01050#01 COLUMNAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 '55&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

101010004 O!ICIAL 2.0000 1.6000 15.40 24.64101010005 PEON 10.0000 8.0000 13.85 110.80

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0&01050#02 COLUMNAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&01050#0# COLUMNETAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

: 0&01050&01 VIGAS $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 365&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 2.0000 0.8000 18.38 14.#0

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 10.0000 4.0000 13.85 55.40

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

E?=;*3012900010005 %IBRADOR DE CONCRETO 4 HP 2.40( > 0.5000 0.2000 #.42 1.48

: 0&01050&02 VIGAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 ',&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8889 18.38 16.34

101010004 O!ICIAL 1.0000 0.8889 15.40 13.69

M4>(4(

231010001 MADERA TORNILLO 2 3.5000 5.08 1#.#8

: 0&01050&0# VIGAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&01050501 CISTERNA $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 '6'&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

101010004 O!ICIAL 1.0000 0.8000 15.40 12.32

101010005 PEON 12.0000 9.6000 13.85 132.96

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

2'5#&E?=;*

: 0&01050502 CISTERNA $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 5)&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25101010004 O!ICIAL 1.0000 0.666# 15.40 10.2#

M4>(4(

231010001 MADERA TORNILLO 2 5.1600 5.08 26.21

2310500010008 TRIPLAY DE 19 >> PARA ENCO!RADO 0.34#2 21.00 #.29

: 0&0105050# CISTERNA $ ACERO CORRUGADO FY &200 ,-62

>:7 =<3-DIA MO. 1%00000 E&. 1%00000 :7 ?:7 7 ; '&15

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0500 18.38 0.92

101010004 O!ICIAL 1.0000 0.0500 15.40 0.##

M4>(4(

: 0&01050%01 ALIGERADO $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 361&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.9600 18.38 1#.64

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 12.0000 3.8400 13.85 53.18

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0&01050%02 ALIGERADO$ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 36&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21

M4>(4(

231010001 MADERA TORNILLO 2 3.5300 5.08 1#.93

: 0&01050%0# ALIGERADO $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&01050%0& LADRILLO HUECO DE ARCILLA 12 6 PARA TECHO ALIGERADO

>:7 =<3-DIA MO. 2/0000000 E&. 2/0000000 :7 ?:7 7 ; 1&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0040 18.38 0.0#

101010005 PEON 9.0000 0.0360 13.85 0.5005'

M4>(4(

: 0&01050'01 LOSA ARMADA $ CONCRETO 210 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 3)6&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.8000 18.38 14.#0

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 12.0000 4.8000 13.85 66.48

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

: 0&01050'02 LOSA ARMADA $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; >2 '5&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.666# 18.38 12.25

101010005 PEON 1.0000 0.666# 13.85 9.23

M4>(4(

231010001 MADERA TORNILLO 2 4.0900 5.08 20.#8

E?=;*3013400010009 ANDAMIO METALICO > 0.5000 0.3333 8.4# 2.82

: 0&01050'0# LOSA ARMADA $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&01050!01 MARCO DE VENTANAS $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 306&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 8.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1810 10.1# 1.84

: 0&01050!02 MARCO DE VENTANAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; >2 '2&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010004 O!ICIAL 1.0000 0.5000 15.40 #.#0

101010005 PEON 0.2500 0.1250 13.85 1.#3

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.#000 2.68 1.882041200010010 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.1100 2.86 0.31

231010001 MADERA TORNILLO 2 4.2500 5.08 21.59

: 0&01050!0# MARCO DE VENTANAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.4910!

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&020101 MURO LADRILLO KK DE ARCILLA 1!H + 0"01#02&) AMARRE DE CABEZA/ JUNTA 15 6 MORTERO 1:1:5

>:7 62-DIA MO. %&000 E&. %&000 :7 ?:7 7 ; >2 )6&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.2500 18.38 22.98

101010005 PEON 0.#500 0.93#5 13.85 12.98

M4>(4(

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.3#60 20.68 #.#8

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 60.0000 0.48 28.80231010001 MADERA TORNILLO 2 0.3800 5.08 1.93

290130022 AGA >3 0.00#5 10.1# 0.08

: 0&020102 MURO LADRILLO KKDE ARCILLA 1! H + 00"01#02&) AMARRE DE SOGA JUNTA 15 6 MORTERO 1:1:5

>:7 62-DIA MO. "5000 E&. "5000 :7 ?:7 7 ; >2 '5&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8421 18.38 15.48

101010005 PEON 0.5000 0.4211 13.85 5.83

M4>(4(

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.1920 20.68 3.9#

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 3#.0000 0.48 1#.#6

231010001 MADERA TORNILLO 2 0.3800 5.08 1.93

290130022 AGA >3 0.0056 10.1# 0.06

: 0&020201 TARRAJEO PRIMARIO

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 20&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5#14 18.38 10.50101010005 PEON 0.5000 0.285# 13.85 3.96

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0&020202 TARRAJEO DE MUROS INTERIORES INC COLUMNAS

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 1,&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.3300 0.1#60 13.85 2.44

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0&02020# TARRAJEO DE MUROS E@TERIORES INC COLUMNAS

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 1,&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80101010005 PEON 0.3300 0.1#60 13.85 2.44

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0&02020& TARRAJEO EN VIGAS

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 31&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

M4>(4(

: 0&020205 VESTIDURAS DE DERRAMES EN PUERTAS/ VENTANAS Y MARCO DE VANOS

>:7 6-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; > 12&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4444 18.38 8.1#

101010005 PEON 0.5000 0.2222 13.85 3.08

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.0410'

: 0&02020% TARRAJEO CON IMPERMEABILIZANTE EN CISTERNA Y CUNETAS C:A 1:& E15CMS

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 '6&11

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.#500 0.#500 13.85 10.39

M4>(4(

2222300010009 ADITI%O IMPERMEABILI'ANTE SIA F 0.1500 4.86 0.#3

290130022 AGA >3 0.0040 10.1# 0.04

3013400010009 ANDAMIO METALICO > 1.0000 1.0000 8.4# 8.4#

: 0&020#01 TARRAJEO DE CIELORASO

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 2,&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 0.5000 0.4000 13.85 5.54

M4>(4(

290130022 AGA >3 0.0040 10.1# 0.04

: 0&020&01 VEREDA DE CONCRETO 1'5 ,-62 E&. FROT Y BRUADO

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ')&60

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 4.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.0800 15.40 1.23

101010005 PEON 10.0000 0.8000 13.85 11.08

M4>(4(

2041200010005 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.0060 2.86 0.0220#0100010005 PIEDRA CHANCADA 1/2( PESTA EN OBRA >3 0.0490 #2.03 3.53

290130022 AGA >3 0.0140 10.1# 0.14

: 0&020&02 PISO DE CONCRETO FROT Y BRU 2. S-COLOREAR INC RAMPAS

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ')&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 4.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.0800 15.40 1.23

101010005 PEON 10.0000 0.8000 13.85 11.08

M4>(4(

290130022 AGA >3 0.0140 10.1# 0.14

: 0&020&0# JUNTA EN VEREDAS CON ASFALTO

>:7 6-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; > )&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.0160 18.38 0.29

101010005 PEON 6.0000 0.1920 13.85 2.66

M4>(4(

2010500010001 AS!ALTO RC-250 0.0896 33.64 3.01

2902400010028 LEA <: 0.056# 3.00 0.1#

: 0&020&0& GRADERIA DE CONCRETO ACABADO FROTACHADO

>:7 62-DIA MO. 1050000 E&. 1050000 :7 ?:7 7 ; >2 ')&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 6.0000 0.45#1 18.38 8.40

101010004 O!ICIAL 1.0000 0.0#62 15.40 1.1#

101010005 PEON 8.0000 0.6095 13.85 8.44

M4>(4(2041200010005 CLA%OS PARA MADERA CON CABE'A DE 3( F 0.0530 2.86 0.15

290130022 AGA >3 0.0140 10.1# 0.14

3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.0#62 14.83 1.13

: 0&020&05 ENCOFRADO Y DESENCOFRADO EN GRADAS

>:7 62-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; >2 1+&2,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2000 18.38 3.68

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08

M4>(4(

231010001 MADERA TORNILLO 2 2.3000 5.08 11.68

: 0&020&0% RAMPAS E@TERIORES DE CONCRETO 1'5 ,-62 E&. FROT Y BRUADO

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 ')&60

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 4.0000 0.3200 18.38 5.88

101010004 O!ICIAL 1.0000 0.0800 15.40 1.23101010005 PEON 10.0000 0.8000 13.85 11.08

M4>(4(

290130022 AGA >3 0.0140 10.1# 0.14

: 0&020&0' CURADO DE VEREDAS CON ADITIVO

>:7 62-DIA MO. &000000 E&. &000000 :7 ?:7 7 ; >2 1&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 0.0200 13.85 0.28

M4>(4(

222180001 ADITI%O CRADOR 0.0600 11.98 0.#2

: 0&020&0! BASE GRANULAR +E 020 6) E@TENDIDO/ RIEGO Y COMPACTACIN

>:7 62-DIA MO. 2000000 E&. 2000000 :7 ?:7 7 ; >2 10&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0400 18.38 0.#4

101010004 O!ICIAL 1.0000 0.0400 15.40 0.62

101010005 PEON 8.0000 0.3200 13.85 4.43

M4>(4(2#1050139 A!IRMADO PESO EN OBRA >3 0.1250 32.20 4.03

301100008 COMPACTADORA %IBRATORIA TIPO PLANC > 1.0000 0.0400 12.#1 0.51

: 0&020&0" CONCRETO P LOSA MACIZA/ FC 210 KG-CM2 EN ESTACIONAMIENTO

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 35)&)6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.8000 18.38 14.#0

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 10.0000 4.0000 13.85 55.40

M4>(4(

290130022 AGA >3 0.0140 10.1# 0.14

E?=;*3012900010005 %IBRADOR DE CONCRETO 4 HP 2.40( > 1.0000 0.4000 #.42 2.9#

: 0&020&10 JUNTA DE DILATACION EN PAVIMENTOS DE LOSA

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > )&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.0160 18.38 0.29

101010005 PEON 0.1920 13.85 2.66

M4>(4(

2010500010001 AS!ALTO RC-250 0.0896 33.64 3.01

20#0200010002 ARENA GRESA >3 0.00#1 38.14 0.2#

2902400010028 LEA <: 0.056# 3.00 0.1#

3011400060003 COMPRESORA NEMATICA 250 - 330 PCM - > 0.0032 169.49 0.54

: 0&020&11 CURADO DE LOSA DE PAVIMENTO RIGIDO

>:7 62-DIA MO. &000000 E&. &000000 :7 ?:7 7 ; >2 1&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010005 PEON 1.0000 0.0200 13.85 0.28

M4>(4(

222180001 ADITI%O CRADOR 0.0600 11.98 0.#2

: 0&020501 CONTRAPISO DE 2.

>:7 =<3-DIA MO. "00000 E&. "00000 :7 ?:7 7 ; 25&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.0889 15.40 1.3#

101010005 PEON 6.0000 0.5333 13.85 #.39

M4>(4(

2130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7 0.392# 19.41 #.62

: 0&020502 PISO CERAMICO #0 @ #0 6 DE COLOR

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 '6&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80101010005 PEON 0.5000 0.266# 13.85 3.69

M4>(4(

: 0&02050# PISO DE CEMENTO SEMIPULIDO Y BRUADO C100@100 E!MM

>:7 62-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >2 31&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.5333 18.38 9.80

101010004 O!ICIAL 0.5000 0.1333 15.40 2.05

101010005 PEON 2.0000 0.5333 13.85 #.39

M4>(4(

290130022 AGA >3 0.0069 10.1# 0.0#

: 0&02050& TECHO CEMENTO PULIDO CON IMPERMEABILIZANTE/ BRUADO CADA 16 16

>:7 62-DIA MO. "00000 E&. "00000 :7 ?:7 7 ; >2 35&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.0889 15.40 1.3#

101010005 PEON 5.0000 0.4444 13.85 6.15

M4>(4(20#0200010001 ARENA !INA >3 0.4210 35.59 14.98

231010001 MADERA TORNILLO 2 0.0600 5.08 0.30

: 0&020%01 CONTRAZOCALOS E@TERIORES S-COLOREAR H20 6 MZ 1:2 (15 6

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 11&1,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

290130022 AGA >3 0.0020 10.1# 0.02

: 0&020'01 ZOCALO DE CERAMICA #0#0 DE COLOR

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 51&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8889 18.38 16.34

101010005 PEON 0.2500 0.2222 13.85 3.08

M4>(4(

222080020 PEGAMENTO PARA CERAMICO F 0.3000 0.36 0.11

290130022 AGA >3 0.0100 10.1# 0.10

: 0&020!01 PUERTA CON TABLEROS DE MADERA

>:7 62-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; >2 32+&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 3.0000 6.0000 18.38 110.28

101010004 O!ICIAL 2.0000 4.0000 15.40 61.60

M4>(4(

2221100010001 COLA SINTETICA 0.2640 12.50 3.30

231020001 MADERA CEDRO 2 21.5600 #.14 153.94

: 0&020!02 BISAGRA DE ACERO ALUMINIZADO DE &. PESADA EN PUERTAS

>:7 =<3-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; +&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.#500 0.1500 18.38 2.#6

M4>(4(

: 0&020!0# BISAGRA DE ACERO ALUMINIZADO DE 25. PESADA EN VENTANAS

>:7 =<3-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; 3&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

M4>(4(

23#060013 BISAGRA DE !IERRO ALMINI'ADO DE 2.5 1.0000 1.69 1.69

: 0&020!0& CERRADURA DOS GOLPES EN PUERTAS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; )3&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

M4>(4(

: 0&020!05 MANIJA DE BRONCE &. PARA PUERTAS

>:7 =<3-DIA MO. 550000 E&. 550000 :7 ?:7 7 ; 22&16

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1455 18.38 2.6#

M4>(4(

: 0&020!0% CANDADO TIPO FORTE %066

>:7 =<3-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; ')&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1600 18.38 2.94

M4>(4(

: 0&020!0' PICAPORTE DE %. DE FIERRO

>:7 =<3-DIA MO. #20000 E&. #20000 :7 ?:7 7 ; 11&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2500 18.38 4.60

M4>(4(

: 0&020!0! VENTANAS BAJAS Y ALTAS DE ALUMINIO TIPO CORREDIZA

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&020!0" VENTANAS ALTAS DE ALUMINIO FIJAS

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 ,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&020!10 ESTRUCTURA TUBULAR DE PROTECCION EN VENTANAS

>:7 62-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >2 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&020!11 ANCLAJE PARA FIJACION DE VIGUETERIA TUBULAR METALICA EN PASAJES E@TERIORES

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&020!12 SUMINISTRO E INSTALACION DE VIGUETERIA METALICA DE &. @ !. @ 25 MM EN CORREDORES

>:7 6-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; > 3+&55

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050143 SMINISTRO E INSTALACION DE %IGETER> 1.0000 39.55 39.55

: 0&020!1# DIVISIONES DE CUBICULOS DE INODOROS DE MELAMINE DE 1!MM

>:7 62-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; >2 211&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050144 SMINISTRO E INSTALACION DE DI%ISION >2 1.0000 211.86 211.86

: 0&020!1& SUMINISTRO E INSTALACION DE PUERTA EN CUBICULOS DE MELAMINE DE 1! MM

>:7 62-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; >2 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050145 SMINISTRO E INSTALACION DE PERTA >2 1.0000 152.54 152.54

: 0&020!15 REJILLA METALICA EN CUNETA PLUVIAL

>:7 6-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; > 16,&,+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

2040200010005 ANGLOS DE ACERO DE 1 1/2($1 1/2($3/16( > 2.6800 14.83 39.#4

2#1050158 PLATINA 1( ) 3/16( ) 6> > 11.2#00 2.82 31.#8

3012#0005 MA&INA SOLDADORA ELECTRICA MONO! > 1.0000 1.0000 50.85 50.85

: 0&020"01 ESPEJOS BISELADOS 0&0 @ 0%0

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 5+&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

M4>(4(

243160002 ESPE"O BISEL O%AL 0.60$0.40M 1.0000 40.68 40.68&0%!

: 0&021001 COBERTURA C- PLANCHA DE POLICARBONATO CELULAR BLANCO INC PERFILES

>:7 62-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; >2 ++&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1000 18.38 1.84

101010005 PEON 2.0000 0.2000 13.85 2.##

M4>(4(

26#110022 LAMINA POLICARBONATO AL%EOLAR POLI 1.0500 6#.#1 #1.10

2901000020016 PER!IL H PC 06MM $ 2.9 M 1.0000 5.93 5.93

290100002001# PER!IL PC 06MM $ 2.9 M 1.0000 5.93 5.93

: 0&021002 SUMINISTRO E INSTALACION DE VIGA METALICA CURVA # DE #.DIAM @ 25MM EN PATIO

>:7 6-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; > 6)&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&02100# SUMINISTRO E INSTALACION DE VIGA METALICA 1 DE #.DIAM @ 25MM EN PATIO

>:7 6-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; > 6)&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&02100& SUMINISTRO E INSTALACION DE VIGA METALICA 1 DE 2.DIAM @ 25MM CUADRADO EN PATIO

>:7 6-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; > 6)&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&021005 SUMINISTRO E INSTALACION DE COLUMNA TUBULAR DE #. DIAM @ 25MM EN PATIO

>:7 6-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; > )6&2)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050163 SMINISTRO E INSTALACION DE COLMN > 1.0000 #6.2# #6.2#

: 0&02100% SUMINISTRO E INSTALACION DE ANCLAJE METALICO PARA IZAJE DE COLUMNA TUBULAR EN PATIOS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&02100' ESCALERA DE GATO/ TUBO DE FG

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; '06&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050164 SMINISTRO E INSTALACION DE ESCALER 1.0000 406.#8 406.#8

: 0&021101 PINTURA LATE@ EN MUROS INTERIORES

>:7 62-DIA MO. #50000 E&. #50000 :7 ?:7 7 ; >2 )&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2286 18.38 4.20

101010005 PEON 0.2000 0.045# 13.85 0.63

M4>(4(

238010001 LI"A PARA MADERA 0.0100 0.#2 0.01

240010001 PINTRA LATE$ 0.0500 50.00 2.50

240150001 IMPRIMANTE 0.0300 16.95 0.51

: 0&021102 PINTURA LATE@ EN CIELO RASO Y VIGAS

>:7 62-DIA MO. ##0000 E&. ##0000 :7 ?:7 7 ; >2 ,&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2424 18.38 4.46

101010005 PEON 0.2000 0.0485 13.85 0.6#

M4>(4(

238010001 LI"A PARA MADERA 0.0100 0.#2 0.01

240150001 IMPRIMANTE 0.0300 16.95 0.51#02

: 0&02110# PINTURA LATE@ EN MUROS E@TERIORES

>:7 62-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; >2 ,&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 0.2000 0.0533 13.85 0.#4

M4>(4(

238010001 LI"A PARA MADERA 0.0100 0.#2 0.01

240150001 IMPRIMANTE 0.0300 16.95 0.51

: 0&02110& PINTURA LATE@ EN BORDES Y DERRAMES

>:7 6-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; > 12&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.285# 18.38 5.25

M4>(4(

238010001 LI"A N 100 0.2000 0.#2 0.14

240150001 IMPRIMANTE 0.0556 16.95 0.94

: 0&021105 PINTURA AL DUCO EN CARPINTERIA DE MADERA

>:7 62-DIA MO. 11'0000 E&. 11'0000 :7 ?:7 7 ; >2 +&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0684 18.38 1.26

101010005 PEON 0.1000 0.0068 13.85 0.09

M4>(4(

238010001 LI"A PARA MADERA 0.1600 0.#2 0.12

240020001 PINTRA ESMALTE 0.0600 39.83 2.39251

: 0&02110% PINTURA ESMALTE 2 MANOS EN CONTRAZOCALO DE CEMENTO H020M

>:7 6-DIA MO. 1&00000 E&. 1&00000 :7 ?:7 7 ; > 1&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.05#1 18.38 1.05101010005 PEON 0.5000 0.0286 13.85 0.40

M4>(4(

240020001 PINTRA ESMALTE 0.00#5 39.83 0.30

: 0&02110' PINTURA ESMALTE Y ANTICORROSIVA 2 MANOS EN ESTRUCTURAS METALICAS

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > )&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2000 18.38 3.68

101010005 PEON 1.0000 0.2000 13.85 2.##

M4>(4(

2380100020005 LI"A DE !IERRO 8 0.0200 1.5# 0.03

240020001 PINTRA ESMALTE 0.0150 39.83 0.60

2400800130006 THINER ACRILICO 0.00#5 12.00 0.09

: 0&02110! PINTURA ESMALTE Y ANTICORROSIVA 2 MANOS EN ESTRUCTURA DE PROTECCION DE VANOS

>:7 62-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; >2 1)&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4444 18.38 8.1#

101010005 PEON 1.0000 0.4444 13.85 6.15

M4>(4(

2380100020005 LI"A DE !IERRO 8 0.1600 1.5# 0.25

240020001 PINTRA ESMALTE 0.0400 39.83 1.59

2400800130006 THINER ACRILICO 0.0200 12.00 0.24

: 0&021201 SUMINISTRO Y COLOCACION DE TIERRA DE CULTIVO E020 M

>:7 6#-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; >3 21&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1600 18.38 2.94

101010005 PEON 6.0000 0.9600 13.85 13.30

M4>(4(

20#0500010003 TIERRA DE CHACRA O %EGETAL >3 0.2250 25.42 5.#2

: 0&021202 SIEMBRA DE GRASS AMERICANO

>:7 62-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; >2 )&13

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

216020011 GRASS AMERICANO <? 0.1000 21.00 2.10

2#9010049 "ABON AGRICOLA : 0.0050 16.95 0.082902300520010 SL!ATO DE AMONIO F 0.2500 0.06 0.02

291020004 ABONO ORGANICO HMS <? 0.1000 22.03 2.20

291020005 HORMIGIDA *!RADAM+ F 0.00#5 11.86 0.09

: 0&02120# SIEMBRA DE ARBUSTOS ORNAMENTALES PEQUEOS

>:7 =<3-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; 13&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1600 18.38 2.94

101010005 PEON 1.0000 0.1600 13.85 2.22

M4>(4(

2902300520010 SL!ATO DE AMONIO F 0.2500 0.06 0.02

2902300520011 BIO!OLIAR : 0.0080 21.19 0.1#

2902300520012 BIOESTIMLANTE : 0.0012 50.85 0.06

2902300520013 ENRAI'ADOR : 0.0080 5#.63 0.46

2902300520014 ARBSTO ORNAMENTAL PE&EO 1.0000 #.20 #.20

291020004 ABONO ORGANICO HMS <? 0.0320 22.03 0.#0!%&

: 0&02120& SIEMBRA DE ARBUSTOS ORNAMENTALES GRANDES

>:7 =<3-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; 1+&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.1600 18.38 2.94

101010005 PEON 1.0000 0.1600 13.85 2.22

M4>(4(

2902300520010 SL!ATO DE AMONIO F 0.2500 0.06 0.02

2902300520011 BIO!OLIAR : 0.0080 21.19 0.1#

2902300520012 BIOESTIMLANTE : 0.0012 50.85 0.06

2902300520013 ENRAI'ADOR : 0.0080 5#.63 0.46

2902300520015 ARBSTO ORNAMENTAL GRANDE 1.0000 12.#1 12.#1

291020004 ABONO ORGANICO HMS <? 0.0320 22.03 0.#0

: 0&021205 PINTADO DE ROTULADO DE NOMBRE DEL PUESTO DE SALUD

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1,'&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 8.0000 18.38 14#.04

101010005 PEON 0.2500 2.0000 13.85 2#.#01'&'&

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240020001 PINTRA ESMALTE 0.2500 39.83 9.96

2400800130006 THINER ACRILICO 0.0010 12.00 0.01

: 0&0#0101 INODORO NACIONAL ONE PIECE COLOR

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 22+&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(24#020003 INODORO ONE PIECE *AC&A ONE PIECE 1.0000 229.90 229.90

: 0&0#0102 LAVATORIO NACIONAL PEDESTAL COLOR

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 120&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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: 0&0#010# URINARIO NACIONAL MODELO CADET

>:7 =<3-DIA MO. '0000 E&. '0000 :7 ?:7 7 ; 1,+&)2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2460100050001 DESAGE PARA RINARIO CON NIPLE Y 1.0000 21.00 21.00

2460400010002 AS DE S"ECION PARA RINARIO 2.0000 5.30 10.60

2460900010001 BRIDA 3/4( PARA RINARIO CADET 1.0000 4.20 4.20

24#1100010002 RINARIO NACIONAL CADET 1.0000 134.25 134.25

2510100010001 TORNILLOS 2( $ 12( P/RINARIO CADET 6.0000 2.30 13.802560500010002 !L$OMETRO PARA RINARIO 1.0000 5.8# 5.8#

: 0&0#010& JUEGO DE ACCESORIOS +PAPELERA/ JABONERA/ TOALLERO)

>:7 8,*-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 7 '5&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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: 0&0#0105 TUBO DE DUCHA

>:7 =<3-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; 16&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2490100010015 TBERIA DE !IERRO CROMADO DE 1( 1.0000 16.95 16.95

: 0&0#010% COLOCACION DE ACCESORIOS SANITARIOS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 30&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

2"&1M4>(4(

: 0&0#010' GRIFERIA SIMPLE PARA LAVATORIO

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 3+&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2560400010001 LLA%E PARA LA%ATORIO 1.0000 39.58 39.58

: 0&0#0201 SALIDA VENTILACION DE PVC$SAL 2.

>:7 ;>*-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; :7 ')&05

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

2050#00020024 TBERIA P%C SAL 2( $ 3 M > 3.0000 2.69 8.0#

2060200030001 CODO P%C-SAL 2( $ 90 1.2000 0.85 1.02

: 0&0#0202 SALIDA DESAGUE DE PVC SAL 2.

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 )1&+1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 1.0000 2.0000 13.85 2#.#0

M4>(4(

2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.5000 2.69 4.04

2060200030001 CODO P%C-SAL 2( $ 90 1.0000 0.85 0.85

2061#00010010 YEE P%C SAL 2( ) 2( 1.0000 2.09 2.09

: 0&0#020# YEE DE 2. PVC SAL

>:7 =<3-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; 6&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0286 18.38 0.53

101010005 PEON 1.0000 0.285# 13.85 3.96

M4>(4(

2061#00010010 YEE P%C SAL 2( ) 2( 1.0000 2.09 2.09

: 0&0#020& YEE DE &. PVC SAL

>:7 =<3-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; 11&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.026# 18.38 0.49

101010005 PEON 1.0000 0.266# 13.85 3.69

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2060600010003 YEE P%C-SAL 4( 1.0000 #.39 #.39

: 0&0#0205 YEE DE &. A2 .PVC SAL

>:7 =<3-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; ,&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.1000 0.026# 18.38 0.49

101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(

2061#00010008 YEE P%C SAL 4( ) 2( 1.0000 4.26 4.26

: 0&0#020% CODO DE &5 PVC SAL 2.

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 11&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

2051000020006 CODO P%C SAP C/R 2( $ 45 1.0000 0.85 0.85222080013 PEGAMENTO PARA P%C DE 1/4 GLN 0.0020 23.#3 0.05

: 0&0#020' CODO DE &5 PVC SAL &.

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 13&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

205100002000# CODO P%C SAP C/R 4( $ 45 1.0000 3.81 3.81

: 0&0#020! REDUCTOR DE &. A 2.

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 1'&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

2061400010002 REDCCION P%C-SAL DE 4( A 2( 1.0000 4.15 4.15

222080013 PEGAMENTO PARA P%C DE 1/4 GLN 0.0020 23.#3 0.05&20

: 0&0#020"01 TRAZO Y NIVELES Y REPLANTEO RED DESAGUE

>:7 6-DIA MO. 5000000 E&. 5000000 :7 ?:7 7 ; > 1&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0160 18.38 0.29

101010005 PEON 2.0000 0.0320 13.85 0.44

M4>(4(2130200020004 CAL HIDRATADA BOLSA 30 F 7 0.0500 4.50 0.23

231010001 MADERA TORNILLO 2 0.0200 5.08 0.10

292010001 CORDEL > 0.1900 0.20 0.04

3010000110001 TEODOLITO J 1.0000 0.0020 93.22 0.19

301000029 KINCHA DE 50> 1.0000 0.0160 5.00 0.08

: 0&0#020"02 E@CAVACIONES C-PULSO T$NORMAL P-TUB2.$&. DE 0&0 @ 0%0

>:7 6-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; > ,&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 0.8000 0.6400 13.85 8.86

: 0&0#020"0# CAMA DE APOYO PARA TUBERIAS MENORES DE !.

0#)05020&

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

: 0&0#020"0# RED COLECTORA PVC$SAL DE &.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 16&01

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(

206010001000# TBERIA P%C-SAL 4( $ 3 > > 1.0200 6.58 6.#1

: 0&0#020"0& RED COLECTORA PVC$SAL DE 2.

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > 12&0'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.3335 0.266# 18.38 4.90

101010005 PEON 1.3335 0.266# 13.85 3.69!5"

M4>(4(

2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.0200 2.69 2.#4

: 0&0#020"05 MONTANTE DE TUBERIA VENTILACION PVC SAL 2.

>:7 6-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; > 15&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010005 PEON 1.0000 0.3200 13.85 4.43

M4>(4(

2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.0200 2.69 2.#4

205090004 CODO P%C SAL DE 2( $ 90 1.0000 1.0# 1.0#

: 0&0#020"0% MONTANTE DE TUBERIA LIMPIEZA TE PVC SAL 2.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 13&51

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(

2050#00020024 TBERIA P%C SAL 2( $ 3 M > 1.0200 2.69 2.#4

205090004 CODO P%C SAL DE 2( $ 90 1.0000 1.0# 1.0#222080019 PEGAMENTO PARA P%C 1/4 0.0300 23.#3 0.#1

: 0&0#0#01 SOMBRERO DE VENTILACION 2.

>:7 =<3-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; 12&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.2000 18.38 3.68

M4>(4(

: 0&0#0#02 SUMIDERO DE BRONCE ROSCADO 2.

>:7 =<3-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; 22&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 0.5000 0.1333 13.85 1.85

M4>(4(

2061200010002 TRAMPA (P( P%C SAL DE 2( 1.0000 9.50 9.50

: 0&0#0#0# REGISTRO DE BRONCE &.

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; 35&0'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

M4>(4(

205090003 CODO P%C SAL DE 4( $ 90 1.0000 3.81 3.81

2060#0001002# TEE SANITARIA SIMPLE P%C SAL DE 4( 1.0000 6.36 6.362461200030003 REGISTRO DE BRONCE DE 4( 1.0000 10.1# 10.1#

: 0&0#0&01 CAJAS DE REGISTRO DE DESAGUE 12. 2&.

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 16'&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 4.0000 18.38 #3.52

101010005 PEON 1.0000 4.0000 13.85 55.40

M4>(4(

S=7*<>4>*

: 0&0#0&02 CAJAS DE REGISTRO DE DESAGUE 1!. 2&.

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 1)0&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 4.0000 18.38 #3.52

101010005 PEON 1.0000 4.0000 13.85 55.40

M4>(4(

S=7*<>4>*

: 0&0#0&0# DERECHO DE CONE@IN A RED PUBLICA DE DESAGUE

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 6))&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010021 DERECHO DE CONE$ION RED DESAGE 1.0000 6##.9# 6##.9#

: 0&0#0501 SALIDA DE AGUA FRIA TUBERIA PVC C$10 O .

>:7 ;>*-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; :7 ),&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 0.5000 1.3333 13.85 18.4#%'&!

M4>(4(

2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.1000 1.50 3.15

241030001 CINTA TE!LON 0.2000 3.00 0.60

: 0&0#0502 SALIDA DE AGUA FRIA TUBERIA PVC C$10 O #-&.

>:7 ;>*-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; :7 ,2&')

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101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 0.5000 1.3333 13.85 18.4#

M4>(4(

2050#0002002# TBERIA P%C SAP PRESION C-10 C/R. 3/4( > 3.0000 2.92 8.#6

2050900010002 CODO P%C SAP S/P 3/4( $ 90 2.1000 2.50 5.25

241030001 CINTA TE!LON 0.2000 3.00 0.60

: 0&0#050#01 TRAZO/ NIVELES Y REPLANTEO RED AGUA FRIA

>:7 6-DIA MO. 5000000 E&. 5000000 :7 ?:7 7 ; > 1&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.0160 18.38 0.29

101010005 PEON 2.0000 0.0320 13.85 0.44

M4>(4(

2130200020004 CAL HIDRATADA BOLSA 30 F 7 0.0500 4.50 0.23231010001 MADERA TORNILLO 2 0.0200 5.08 0.10

292010001 CORDEL > 0.1900 0.20 0.04

3010000110001 TEODOLITO J 0.8500 0.001# 93.22 0.16

301000029 KINCHA DE 50> 1.0000 0.0160 5.00 0.08

: 0&0#050#02 E@CAVACION DE ZANJAS T-N PARA AGUA 1-2.$2 1-2.

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 5&5'

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M4<* 3( O74

101010005 PEON 1.0000 0.4000 13.85 5.54

: 0&0#050#0# TUBERIA PVC CLASE 10 DE 1-2.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 11&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(

222080019 PEGAMENTO PARA P%C 1/4 0.0300 23.#3 0.#12"1

: 0&0#050#0& TUBERIA PVC CLASE 10 DE #-&.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 12&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(2050#0002002# TBERIA P%C SAP PRESION C-10 C/R. 3/4( > 1.0300 2.92 3.01

: 0&0#050#05 TUBERIA PVC CLASE 10 DE 1

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 1'&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

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2050#00020030 TBERIA P%C SAP PRESION C-10 C/R. 1( $ > 1.0300 4.89 5.04

: 0&0#050#0% REDUCCION PVC DE #-&. A 1-2.

>:7 =<3-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; +&0,

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101010003 OPERARIO 1.0000 0.3200 18.38 5.88

M4>(4(

: 0&0#050#0' PRUEBA HIDRAULICA DESINFECCION TUBERIA PVC

>:7 6-DIA MO. 1!00000 E&. 1!00000 :7 ?:7 7 ; > 1&,5

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101010003 OPERARIO 1.0000 0.0444 18.38 0.82

101010005 PEON 0.5000 0.0222 13.85 0.31

M4>(4(

290130022 AGA >3 0.0030 10.1# 0.03

3010400030003 MOTOBOMBA DE 2( *5HP+ > 1.0000 0.0444 15.00 0.6#

: 0&0#0%01 VALVULA COMPUERTA DE 1-2.

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 52&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

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2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.0000 1.50 3.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030010 NIPLE DE P%C DE 1/2($2( 3.0000 1.00 3.00

253180001 %AL%LA COMPERTA DE 1/2( 1.0000 18.22 18.22

: 0&0#0%02 VALVULA COMPUERTA DE #-&

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101010003 OPERARIO 1.0000 1.3333 18.38 24.51

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2050900010002 CODO P%C SAP S/P 3/4( $ 90 2.0000 2.50 5.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030011 NIPLE DE P%C DE 3/4($2( 3.0000 1.00 3.00

253180002 %AL%LA COMPERTA DE 3/4( 1.0000 25.00 25.00

: 0&0#0%0# VALVULA COMPUERTA DE 1.

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2050900010002 CODO P%C SAP S/P 3/4( $ 90 2.0000 2.50 5.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030011 NIPLE DE P%C DE 3/4($2( 3.0000 1.00 3.00

253180003 %AL%LA COMPERTA DE 1( 1.0000 3#.20 3#.20

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25602000# GRI!ERIA DE RIEGO 1.0000 21.19 21.19

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101010005 PEON 0.3000 0.3000 13.85 4.16

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225020140 MAYOLICA DE COLOR DE 0.30 $ 0.30M NAC >2 0.1050 29.55 3.10

: 0&0#0'01 SALIDA DE AGUA CALIENTE TUBERIA CPVC 1-2.

>:7 ;>*-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; :7 ,5&+1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 1.0000 1.6000 13.85 22.16

M4>(4(

2150100010002 TBERIA CP%C DE 1/2( > 4.0000 2.92 11.68

2150200020001 CODO CP%C DE 1/2( ) 90 2.2300 4.00 8.92

2150500010001 NION CP%C DE 1/2( 0.5000 5.00 2.50

: 0&0#0'0201 RED DE DISTRIBUCION INTERIOR DE AGUA CALIENTE CON TUBERIA CPVC DE 1-2.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 1)&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

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2150100010002 TBERIA CP%C DE 1/2( > 1.0300 2.92 3.01

2150200020001 CODO CP%C DE 1/2( ) 90 0.26#0 4.00 1.0#

2150300010001 TEE CP%C DE 1/2( 0.1330 4.00 0.53

2150500010001 NION CP%C DE 1/2( 0.2030 5.00 1.02

: 0&0#0'0202 VALVULA DE CONTROL DE 1-2

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2050900010001 CODO P%C SAP S/P 1/2( $ 90 2.0000 1.50 3.00

241030001 CINTA TE!LON 0.2000 3.00 0.60

249030011 NIPLE DE P%C DE 3/4($2( 3.0000 1.00 3.00

253180002 %AL%LA COMPERTA DE 3/4( 1.0000 25.00 25.00

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241030001 CINTA TE!LON 0.1000 3.00 0.30

253020002 %AL%LA CHEC 3/4( 1.0000 33.14 33.14

: 0&0#0'020& SUMINISTRO E INSTALACION DE THERMA ELECTRICA DE &05 LTS

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 3'00&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.3#50 0.6000 18.38 11.03

M4>(4(

2903200040005 THERMA ELECTRICA DE 405LT 1.0000 3,389.83 3,389.83

#/#!"!#

: 0&0#0'0205 PRUEBA HIDRAULICA DESINFECCION TUBERIA PVC

>:7 6-DIA MO. 1!00000 E&. 1!00000 :7 ?:7 7 ; > 1&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0444 18.38 0.82

101010005 PEON 0.5000 0.0222 13.85 0.31

M4>(4(2221400010006 HIPOCLORITO DE CALCIO AL 65 F 0.0008 26.00 0.02

290130022 AGA >3 0.0030 10.1# 0.03

3010400030003 MOTOBOMBA DE 2( *5HP+ > 1.0000 0.0444 15.00 0.6#

: 0&0#0!01 TANQUE ELEVADO ROTOPLAS 1/100 LT

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; '')&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.2500 1.0000 18.38 18.38

101010005 PEON 0.2500 1.0000 13.85 13.85

M4>(4(

290320004000# TAN&E ELE%ADO PRE!ABRICADO 1,100LT 1.0000 415.1# 415.1#

: 0&0#0!02 TANQUE ELEVADO ROTOPLAS 2/500 LT

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 6,'&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.2500 1.0000 18.38 18.38

101010005 PEON 0.2500 1.0000 13.85 13.85

#22#M4>(4(

2903200040006 TAN&E ELE%ADO PRE!ABRICADO 2,500LT 1.0000 652.46 652.46

: 0&0#0!0# EQUIPO DE BOMBEO ELECTROBOMBA 15 HP ACCESORIOS

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 122)&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 4.0000 18.38 #3.52

101010005 PEON 0.5000 2.0000 13.85 2#.#010122

M4>(4(

2051900010006 ADAPTADOR P%C-SAP C/R 2( 2.0000 2.54 5.08

249030005 NIPLE DE !IERRO GAL%ANI'ADO DE 2( 2.0000 5.93 11.86

2490600010006 NION NI%ERSAL DE !IERRO GAL%ANI'A 2.0000 20.30 40.60

258040019 ELECTROBOMBA 1.5 HP 1.0000 1,06#.#1 1,06#.#1

1/12%'5

: 0&0#0!0& SUMINISTRO E INSTALACION DE NIVELES AUTOMATICOS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; )'&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

M4>(4(

258040020 CONTROL ATMATICO PARA CISTERNA-TA 1.0000 49.0# 49.0#

: 0&0#0!05 VALVULA CHECK DE PIE 1.

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '3&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

M4>(4(

241030001 CINTA TE!LON 0.0500 3.00 0.15

253020003 %AL%LA CHEC 1( 1.0000 14.41 14.41

: 0&0#0!0% VALVULA FLOTADORA DE #-&. (< >(<4

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 61&'0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

M4>(4(

241030001 CINTA TE!LON 0.1000 3.00 0.30

253120003 %AL%LA !LOTADORA DE 3/4( 1.0000 31.69 31.69

: 0&0#0!0' CAJA DE CONCRETO PARA VALVULA DE ENTRADA A CISTERNA

>:7 =<3-DIA MO. '0000 E&. '0000 :7 ?:7 7 ; +3&13

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 2.285# 18.38 42.01

101010005 PEON 0.#500 0.85#1 13.85 11.8#

M4>(4(

219160002 CA"A DE CONCRETO CON TAPA 1.0000 35.59 35.59

290130022 AGA >3 0.0100 10.1# 0.10

: 0&0#0!0! SUMINISTRO Y DERECHO DE CONE@IN A RED PUBLICA AGUA

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 5+3&22

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010022 DERECHO DE CONE$ION RED AGA 1.0000 593.22 593.22

: 0&0#0"01 RED PLUVIAL TUBERIA DE PVC SAL #.

>:7 6-DIA MO. #00000 E&. #00000 :7 ?:7 7 ; > 1'&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.266# 18.38 4.90

101010005 PEON 1.0000 0.266# 13.85 3.69

M4>(4(

2050#00020028 TBERIA P%C SAL 3( $ 3 M > 1.0300 5.35 5.51

: 0&0#0"02 MONTANTE TUBERIA DE PVC SAL #.

>:7 6-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; > 2)&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 2.0000 0.8000 13.85 11.08

M4>(4(

2050#00020028 TBERIA P%C SAL 3( $ 3 M > 1.0300 5.35 5.51

205090005 CODO P%C SAL DE 3( $ 90 1.0000 2.#6 2.#6

: 0&0#0"0# YEE PVC SAL #.

>:7 =<3-DIA MO. 2!0000 E&. 2!0000 :7 ?:7 7 ; ,&'2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.0286 18.38 0.53

101010005 PEON 1.0000 0.285# 13.85 3.96

M4>(4(

2061#00010009 YEE P%C SAL 3( ) 3( 1.0000 3.81 3.81

: 0&0#0"0& CODO PVC SAL #.@&5

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 12&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 0.5000 0.2000 13.85 2.##

M4>(4(

2051000010008 CODO P%C SAP S/P 3( $ 45 1.0000 1.86 1.86222080019 PEGAMENTO PARA P%C 1/4 0.0020 23.#3 0.05

: 0&0#0"05 SUMIDERO PLUVIAL DE BRONCE #.

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; 61&',

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.0000 18.38 36.#6

101010005 PEON 0.5000 1.0000 13.85 13.85

M4>(4(

2050#00020028 TBERIA P%C SAL 3( $ 3 M > 0.3000 5.35 1.61

205090005 CODO P%C SAL DE 3( $ 90 1.0000 2.#6 2.#6

: 0&0#0"0%01 PROTECCION DE TUB ENTREGA FINAL CON MALLA ELECTROSOLD ANTIRROEDORES

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; 16&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4>(4(

: 0&0#0"0%02 CAJAS DE REGISTRO DE DESAGUE 10. 20.

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; 21,&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1000 0.2000 18.38 3.68

101010004 O!ICIAL 2.0000 4.0000 15.40 61.60

101010005 PEON 2.0000 4.0000 13.85 55.40

M4>(4(

2160100010005 LADRILLO 18 HECOS 9$13$24 ?> 42.0000 0.48 20.16

231010001 MADERA TORNILLO 2 1.3300 5.08 6.#6

: 0&0#0"0%0# CANALETA EN LOSA ALIGERADA

>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > 13&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.1333 15.40 2.05

101010005 PEON 1.0000 0.1333 13.85 1.85

M4>(4(

: 0&0&0101 SALIDA DE TECHO

>:7 ;>*-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; :7 )0&23

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 1.0000 1.3333 13.85 18.4#

M4>(4(

2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

2#1010065 CABLE NH-80 1$ 4 >>2 > 9.5000 1.90 18.05

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

: 0&0&0102 SALIDA PARA BRAQUETE

>:7 ;>*-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; :7 )0&'5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 1.0000 18.38 18.38

101010005 PEON 1.0000 2.0000 13.85 2#.#0

M4>(4(

2051#00010014 CR%A P%C-P 20MM DIAM. 1.1110 1.80 2.00

241020001000# CINTA AISLANTE 3M 20>. 0.0450 2.#0 0.12

2#1010065 CABLE NH-80 1$ 4 >>2 > 8.3000 1.90 15.##

2#201008# TBO P%C-P 20MM DIAM. > 1.8520 0.80 1.48

: 0&0&010# SALIDA DE PARED INTERRUPTOR SIMPLE

>:7 ;>*-DIA MO. E&. C7<:7 :7 ?:7 7 ; :7 30&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.1#39 18.38 3.20

101010005 PEON 0.34#8 13.85 4.82

M4>(4(

2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

: 0&0&010& SALIDA DE PARED INTERRUPTOR DOBLE

>:7 ;>*-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; :7 3'&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

2051#00010020 CR%A P%C-P 16MM DIAM. > 0.9500 1.10 1.05

246030002 TBO DE P%C-P 16 MM DIAM. > 1.5000 0.60 0.90

2#1010065 CABLE NH-80 1$ 4 >>2 > 2.#800 1.90 5.28

: 0&0&0105 SALIDA DE THERMA ELECTRICA

>:7 ;>*-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; :7 6,&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.6000 18.38 29.41

101010005 PEON 0.#500 1.2000 13.85 16.62&%0#

M4>(4(

2191300010016 TB. P%C SEL P/INST. ELECT. DE 5/8( ) 3 0.5#00 5.00 2.85

241020001 CINTA AISLANTE 0.1000 3.81 0.38

2621400010029 PLACA SALIDA THERMA 1.0000 12.#1 12.#1

2#1010065 CABLE NH-80 1$ 4 >>2 > 1.#000 1.90 3.23

: 0&0&010% SALIDA DE ELECTROBOMBA

>:7 ;>*-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; :7 ,+&0'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 0.#500 0.4000 13.85 5.54

M4>(4(

2050400010003 CONE$IONES P%C-SAP 1( ELECTRICAS *25 2.0000 3.06 6.12

2051#00010022 CR%A P%C-P 25MM DIAM. 1.0000 2.10 2.10

241020001 CINTA AISLANTE 0.5600 3.81 2.13

2#0010296 TOMA DPLE$ 2PQT C/PLACA ALMINIO 16 1.0000 1#.00 1#.00

2#1010065 CABLE NH-80 1$ 4 >>2 > 6.9000 1.90 13.11

2#2010089 TBO P%C-P 25MM DIAM. 6.9000 3.31 22.84'#'0

: 0&0&0201 SALIDA PARA TOMACORRIENTES DOBLES CON LINEA A TIERRA

>:7 ;>*-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; :7 +2&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(2050400010012 CR%A P%C SAP P/INST. ELECT. DE 25 >> 2.0000 1.30 2.60

241020001 CINTA AISLANTE 0.1000 3.81 0.38

268250002 CA"A DE !7G7 DE 100)55)50 1.0000 2.30 2.30

2#1010065 CABLE NH-80 1$ 4 >>2 > 12.0000 1.90 22.80

: 0&0&0#01 TABLERO DE DISTRIBUCION TD $ S Y TG DE 2& POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; 20,&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

: 0&0&0#02 TABLERO DE CONTROL DE ELECTROBOMBA Y ELECTRONIVEL DE 2 POLOS

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; +'&33

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 2.666# 18.38 49.01

101010005 PEON 1.0000 2.666# 13.85 36.93

M4>(4(

290250014 TABLERO ELECTRICO DE 2 POLOS 1.0000 8.39 8.39

: 0&0&0#0# TABLERO DE TRANSFERENCIA AUTOMATICO

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 52',&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 4.0000 18.38 #3.52

101010005 PEON 1.0000 4.0000 13.85 55.40

M4>(4(

290250015 TABLERO DE TRANS!ERENCIA ATOM MA 1.0000 5,120.00 5,120.00

5/12000

: 0&0&0#0& INTERRUPTOR TERMOMAGNETICO 2 @ 15A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0&0&0#05 INTERRUPTOR TERMOMAGNETICO 2 @ 20A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 3,&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0&0&0#0% INTERRUPTOR TERMOMAGNETICO # @ #2A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; ',&+6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

2620400010022 INTERRPTOR TERMOMAGNETICO 3 $ 32 1.0000 36.31 36.31#%#1

: 0&0&0#0' INTERRUPTOR TERMOMAGNETICO # @ %#A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 112&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0&0&0#0! INTERRUPTOR TERMOMAGNETICO # @ 1'5A

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; '+5&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

2620400010025 INTERRPTOR TERMOMAGNETICO 3 $1#5 1.0000 483.05 483.05

: 0&0&0#0" INTERRUPTOR DIFERENCIAL 2 @ #2 A-#066

>:7 =<3-DIA MO. 1%0000 E&. 1%0000 :7 ?:7 7 ; 13'&))

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5000 18.38 9.19

101010005 PEON 0.5000 0.2500 13.85 3.46

M4>(4(

: 0&0&0&01 CAJA DE PASO DE F*G* DE 150@150@100 MM

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 25&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

: 0&0&0&02 CAJA DE PASO OCTOGONAL

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 1+&++

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(2681400010004 CA"A DE PASE OCTOGONAL PESADA DE 3/ 1.0000 2.80 2.80

: 0&0&0501 E@CAVACION DE ZANJA 0%0 100 6 CON MAQUINARIA PARA TENDIDO DE CABLE

>:7 6-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; > 21,&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 1.0000 1.0000 13.85 13.85

: 0&0&0502 RELLENO MANUAL CON MATERIAL PROPIO PARA REDES ELECTRICAS

>:7 6-DIA MO. %00000 E&. %00000 :7 ?:7 7 ; > )&21

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010005 PEON 3.0000 0.4000 13.85 5.54

M4>(4(

21601001# LADRILLO 18 HECOS 3.0000 0.48 1.44

: 0&0&050# ALIMENTADOR ACOMETIDA CABLE NYY #$1#5662 125662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 120&)6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010305 CABLE NYY 1 $ 25 >>2 > 1.0300 12.#1 13.092#00200010014 CABLE NYY 3-1$35 >>2 > 3.1000 33.90 105.09

: 0&0&050& ALIMENTADOR CABLE NYY #$125662 1%662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > ,)&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010303 CABLE NYY 1 $ 6 >>2 > 1.0300 3.39 3.49

2#00200010012 CABLE NYY 3-1$25 >>2 > 3.1000 26.24 81.34

: 0&0&0505 ALIMENTADOR CABLE NYY #$1%662 1&662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2,&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010304 CABLE NYY 1 $ 4 >>2 > 1.0300 3.39 3.49

2#0020001001# CABLE NYY 3-1$6 >>2 > 3.1000 #.26 22.51

: 0&0&050% ALIMENTADOR CABLE NYY #$1&662 1&662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 25&)+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010304 CABLE NYY 1 $ 4 >>2 > 1.0300 3.39 3.49

2#00200010015 CABLE NYY 3-1$4 >>2 > 3.1000 6.36 19.#2

: 0&0&050' ALIMENTADOR CABLE NYY #$110662 1%662

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > '2&03

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#101010005 PEON 1.0000 0.0800 13.85 1.11

M4>(4(

2#0010303 CABLE NYY 1 $ 6 >>2 > 1.0300 3.39 3.49

2#00200010006 CABLE NYY 3-1$10 >>2 > 3.1000 11.60 35.96

: 0&0&0%01 ARTEF FLUORESCENTE 2-20 CON DIFUSOR PLASTICO +SIM ELA 2 @ 20 JOSFEL)

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 165&30

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

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241020001 CINTA AISLANTE 0.1500 3.81 0.5#

: 0&0&0%02 LUMINARIA DE EMERGENCIA RECARGABLE VER ESPECTECN

>:7 =<3-DIA MO. 120000 E&. 120000 :7 ?:7 7 ; +0&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.5000 0.3333 18.38 6.13

101010005 PEON 1.0000 0.666# 13.85 9.23

M4>(4(

: 0&0&0%0# LAMPARA AHORRADOR DE 20

>:7 =<3-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; 1'&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

: 0&0&0%0& LUMINARIA FLUORESC CIRCULAR C-LAMP FLOURESC1#2 AFP

>:7 =<3-DIA MO. 2#0000 E&. 2#0000 :7 ?:7 7 ; 12,&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 0.5000 0.1#39 18.38 3.20

101010005 PEON 1.0000 0.34#8 13.85 4.82

M4>(4(

261090020 LMINARIA !LORESC. CIRCLAR . C/LAM 1.0000 120.00 120.00

: 0&0&0%05 LUMINARIA DE DESCOLGAR TIPO REFLECTOR

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; '2'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

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241020001 CINTA AISLANTE 0.1500 3.81 0.5#

2610000010013 LMINARIA %DR."O DE DESCOLGAR CON 1.0000 391.95 391.95

: 0&0&0%0% LUMINARIA DE PARED CON FOCOS REFLECTORES TIPO LED

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 2,0&0+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 1.0000 1.0000 13.85 13.85

M4>(4(

241020001 CINTA AISLANTE 0.1500 3.81 0.5#

2#0110326 RE!LECTOR LED 30K 1.0000 24#.29 24#.29

: 0&0&0%0' FAROLA SIMPLE '0 C-POSTE FE #@#M

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,')&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2630400010004 POSTE DE !IERRO !NDIDO DE 3.5 M *2M 1.0000 #20.34 #20.34

2#0110328 PASTORAL SIMPLE DE !IERRO !NDIDO 1.0000 12#.12 12#.12

: 0&0&0%0! FAROLA DOBLE '0 C-POSTE FE #@#M

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,,+&,3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2630400010004 POSTE DE !IERRO !NDIDO DE 3.5 M *2M 1.0000 #20.34 #20.34

2#011032# PASTORAL DOBLE DE !IERRO !NDIDO 1.0000 169.49 169.49

: 0&0&0%0" LUMINARIA PARA FAROLA DE '0 TIPO LED

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; '06&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#0110329 LMINARIA PARA !AROLA DE #0K TIPO LE 1.0000 406.#8 406.#8

: 0&0&0'01 GRUPO ELECTROGENO 2' K #!0-220V/ TTRIFASICO %0HZ INCLUYE ACCESORIOS

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ',320&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#0110330 GRPO ELECTRGENO MARCA CATERPIL 1.0000 48,320.00 48,320.00

&!/#2000

: 0&0&0'02 MONTAJE/ PRUEBAS Y PUESTA EN SERVICIO DEL GRUPO ELECTROGENO

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 12)1&1+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2901#0001001# SER%ICIO DE MONTA"E, PREBAS Y PES 1.0000 1,2#1.19 1,2#1.19

1/2'11"

: 0&0&0'0# BASE DE CONCRETO PARA GRUPO ELECTROGENO

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 65)&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#1050156 BASE DE CONCRETO ARMADO .SEGN DE 1.0000 65#.00 65#.00

: 0&0&0'0& PRUEBAS Y PUESTA EN SERVICO

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 6))&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2901#00010018 PREBAS Y PESTA EN SER%ICO DE BA"A 1.0000 6##.9# 6##.9#

: 0&0&0'05 SUMINISTRO DE MEDIDOR ELECTRICO Y DERECHO DE CONE@ION SUMINISTRO TRIFASICO

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 3,01&)0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2901#00010019 SMINISTRO DE MEDIDOR ELECTRICO 1.0000 2,#00.00 2,#00.00

2901#00010020 DERECHO DE CONE$ION E INSTALACION 1.0000 1,101.#0 1,101.#0

#/!01'0

: 0&0&0!01 POZO DE PUESTA A TIERRA CON CAJA DE REGISTRO

>:7 84-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; ? 565&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.8333 2.2221 18.38 40.84

101010005 PEON 3.3330 8.8880 13.85 123.10

M4>(4(

241010003 CINTA ATO%LCANI'ANTE 16.0000 13.4# 215.52

2#1060002 CONDCTOR DE COBRE DESNDO DE 16 > 5.0000 4.4# 22.35

2#2040046 CARBON %E"ETAL 50.0000 0.90 45.00

2#2040056 SAL INDSTRIAL F 50.0000 0.25 12.50

: 0&050101 TRAZO/ NIVEL Y REPLANTEO SISTELECTRICO

>:7 6-DIA MO. 500000 E&. 500000 :7 ?:7 7 ; > 25&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101010004 O!ICIAL 1.0000 0.1600 15.40 2.46

101010005 PEON 2.0000 0.3200 13.85 4.43101030000 TOPOGRA!O 1.0000 0.1600 19.00 3.04

1020100000013 TECNICO ESPECIALISTA EN DIB"O POR 1.0000 0.1600 20.00 3.20

103010013 INGENIERO ESPECIALISTA EN LINEAS PRI 1.0000 0.1600 35.00 5.60

M4>(4(

290150030 TILES Y MATERIALES DE GABINETE >7 #.3500 18.#3 1.38

301000030 ESTACION TOTAL > 1.0000 0.1600 35.00 5.60

: 0&050102 TRANSPORTE DE POSTE DE CONCRETO 12-&00 DE ALMACEN A PUNTO DE IZAJE

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 650&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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203030002 TRANSPORTE DE POSTES DE CONCRETO 1.0000 650.00 650.00

: 0&05020101 POSTE DE CONCRETO DE 1#-&00-1!0-#'5 C-PROTECCION CRISTAFLE@

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; 1250&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2631200010003 POSTE DE CONCRETO DE 13/400/180/3#5 1.0000 1,250.00 1,250.00

1/25000

: 0&05020102 PERILLA DE CONCRETO PARA POSTE MT

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 5&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(23#110002 PERILLA DE CONCRETO PARA POSTE MT 1.0000 5.00 5.00

: 0&0502010# MENSULA DE CAV M-0!0 6-250

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 55&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2630#00010002 MENSLA DE C.A.% M/0.80/250 1.0000 55.00 55.00

: 0&0502010& MENSULA DE CAV M-100 6-250

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 60&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2630#00010001 MENSLA DE C.A.% M/1.00/250 1.0000 60.00 60.00

: 0&05020105 MENSULA DE CAV M-120 6-250

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; )0&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2630#00010003 MENSLA DE C.A.% M/1.20/250 1.0000 #0.00 #0.00

: 0&0502010% MENSULA DE CAV M-150 6-250

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,0&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2630#00010004 MENSLA DE C.A.% M/1.50/250 1.0000 80.00 80.00

: 0&0502010' MEDIA LOSA DE CONCRETO ARMADO REFORZADA DE 1#0 MT

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1)0&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

219010012 MEDIA LOSA DE CONCRETO ARMADO RE! 1.0000 1#0.00 1#0.00

: 0&05020201 PERNO MAQUINADO DE AG DE 1% 66 &0% 66/ PROVISTO TUERCAS Y CONTRATUERCA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 12&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050168 PERNO MA&INADO A7G7 16 >> V ) 406 1.0000 12.50 12.50

: 0&05020202 PERNO MAQUINADO F G LONG +#-&. @ 20.) C-TCA Y CTCA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 15&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#20#0038 PERNO MA&INADO ! G LONG. *3/4( $ 20 1.0000 15.00 15.001500

: 0&0502020# PERNO MAQUINADO DE AG DE 1% 66 25& 66 LONG 152 66 MAQUINADO CON TUERCA Y CONTRATU

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 10&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050169 PERNO MA&INADO A7G7 16 >> V ) 254 1.0000 10.50 10.50

: 0&0502020& ARANDELA CUADRADA PLANA DE AG/ 5' 5' 5 66/ AGUJERO DE 1! 66

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1&20

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#0 ARANDELA CADRADA PLANA DE AG, 5# 1.0000 1.20 1.20

: 0&05020205 ARANDELA CUADRADA CURVA DE AG/ 5' 5' 5 66/ AGUJERO DE 1! 66

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#1 ARANDELA CADRADA CR%A DE AG, 5# 1.0000 1.50 1.50

: 0&0502020% AISLADOR POLIMERICO TIPO PIN 2' KV '50 66 LFUGA

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 135&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#2 AISLADOR POLIMERICO TIPO PIN 2# F% #50 1.0000 135.00 135.00

: 0&0502020' ESPIGA DE AG PARA CRUCETA DE 1"MM TIPO PIN 2' KV

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 21&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#3 ESPIGA DE AG PARA CRCETA DE 19MM 1.0000 21.00 21.00

: 0&0502020! CONECTOR TIPO CUA BIMETALICO MINIEDGE DE #5$#5 662

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 13&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#4 CONECTOR TIPO CA BIMETALICO MINIK 1.0000 13.50 13.50

: 0&0502020" ALAMBRE DE AMARRE ALUMINIO RECOCIDO DE 1% 662

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > 1&,0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#5 ALAMBRE DE AMARRE ALMINIO RECOCID 1.0000 1.80 1.80

: 0&05020210 PLANCHA DOBLADA DE COBRE PARA TOMA A TIERRA DE ESPIGAS Y-O PERNOS

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 6&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#20#0039 PLANCHA DOBLADA DE COBRE PARA TOM 1.0000 6.50 6.50

: 0&05020211 CONECTOR DE COBRE TIPO PERNO PARTIDO PARA CONDUCTOR DE 25 662

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 5&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#30100010002 CONECTOR DE COBRE TIPO PERNO PARTI 1.0000 5.50 5.50

: 0&05020212 TERMINALES DE CU TIPO PRESION "0 AMP

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; )&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#2060009 TERMINALES DE C TIPO PRESION 90 AMP 1.0000 #.50 #.50

: 0&0502021# PERFIL ANGULAR '% @ '% MM @ 2#00 MM DE LONG

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 220&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901000020018 PER!IL ANGLAR #6 $ #6 MM $ 2300 MM D 1.0000 220.00 220.00

: 0&0502021& HEBILLA DE ACERO INO@IDABLE PARA FLEJE DE ACERO DE 1" 66 DE ANCHO

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 2&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#6 !LE"E DE ACERO INO$IDABLE 19 >> PRO 1.0000 2.00 2.00

: 0&05020215 PERFIL .C. DE FIERRO GALVANIZADO DE 102MM @ '%20MM @ "/5MM ESPESOR @ 2!0 DE LONGITUD

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 3,0&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901000020019 PER!IL (C( DE !IERRO GAL%ANI'ADO DE 1 1.0000 380.00 380.00

: 0&0502021% TERMINALES DE CU TIPO PRESION 150AMP

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; ,&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#2060010 TERMINALES DE C TIPO PRESION 150 AM 1.0000 8.50 8.50

: 0&0502021' FLEJE DE ACERO INO@IDABLE DE 1" 66 0'% 66 DE ESPESOR #05 6 DE LONGITUD

>:7 -DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 135&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501## !LE"E DE ACERO INO$IDABLE DE 19 >> ) 1.0000 135.00 135.00

: 0&05020#01 CONDUCTOR DE ALEACION DE ALUMINIO DE #5 662 DE SECCION

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > 1&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1000002 CONDCTOR DE ALEACION DE ALMINIO > 1.0000 1.50 1.50

: 0&05020#02 CONDUCTOR DE COBRE TEMPLE DURO DESNUD 'H DE #5 662

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > +&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1060003 CONDCTOR DE COBRE TEMPLE DRO #H > 1.0000 9.50 9.50

: 0&05020#0# CABLE NYY/ 1KV #$1#5 662

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > 3,&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#00200010022 CABLE NYY 1% TRIPLE$ 3-1$35 >>2 > 1.0000 38.50 38.50

: 0&05020&01 VARILLA DE COBRE 1%MM @ 2&0M

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 30&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4>(4(

: 0&05020&02 CONECTOR TIPO AB PARA ELECTRODO DE 1% 66

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 3&1'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1010066 CONECTOR TIPO AB PARA ELECTRODO DE 1.0000 3.14 3.14

: 0&05020&0# CAJA DE REGISTRO DE CONCRETO PARA PUESTA A TIERRA 0500500&5 6

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 35&5+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2682#0002 CA"A DE REGISTRO DE CONCRETO PARA 1.0000 35.59 35.59

: 0&05020&0& TIERRA NEGRA VEGETAL CERNIDA COMPACTADA

>:7 6#-DIA MO. E&. C7<:7 :7 ?:7 7 ; >3 25&'2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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20#0500010004 TIERRA NEGRA %EGETAL CERNIDA COMPA >3 1.0000 25.42 25.42

: 0&05020&05 TUBO PLASTICO DE PVC P DE 1" 66 DIAM

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 3&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

246030003 TBO DE P%C-P 19 MM DIAM. 1.0000 3.50 3.50

: 0&05020&0% SAL INDUSTRIAL +#0KG)

>:7 4-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; <? 30&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#2040058 SAL INDSTRIAL *30G+ 1.0000 30.00 30.00

: 0&05020&0' CURVA PLASTICA DE PVC$P DE 1" 66 1!0 66

>:7 =<3-DIA MO. !00000 E&. !00000 :7 ?:7 7 ; 1&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0&05020&0! BENTONITA SODICA SACO DE #0 KG

>:7 7*-DIA MO. E&. C7<:7 :7 ?:7 7 ; 7 20&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(2#9010050 BENTONITA SDICA BOLSA DE 30 G 7 1.0000 20.00 20.00

: 0&05020&0" CONDUCTOR DE COBRE RECOCIDO/ DESNUDO DE 25 662/ PARA PUESTA A TIERRA

>:7 6-DIA MO. E&. C7<:7 :7 ?:7 7 ; > ,&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1060004 CONDCTOR DE COBRE RECOCIDO, DESN > 1.0000 8.50 8.50

: 0&05020501 SECCIONADOR FUSIBLE UNIPOLAR TIPO E@PULSION +CUT$OUT) DE 2'-#!V/ 100A/ 150V$BIL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1)5&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10501#8 SECCIONADOR !SIBLE NIPOLAR TIPO E 1.0000 1#5.00 1#5.00

: 0&05020502 FUSIBLE TIPO E@PULSION DE #A/ TIPO K

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 10&50

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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260050013 !SIBLE TIPO E$PLSION DE 3 A, TIPO 1.0000 10.50 10.50

: 0&0502050# TRANSFORMADOR TRIFSICO DE 100 VA 10$22"-02# V CON PROTOCOLO DE PRUEBA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,))5&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#10400500009 TRANS!ORMADOR TRI!ASICO DE 100 %A, 1.0000 8,##5.00 8,##5.00

!/''500

: 0&0502050& TABLERO DE DISTRIBUCION EN BAJA TENSION

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1,50&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#4010005 TABLERO DE DISTRIBCIO EN BA"A TENSI 1.0000 1,850.00 1,850.00

1/!5000

: 0&05020%01 TRANSFORMI@ 10$22"-02# KV/ TRIFASICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; +'25&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#10400500010 TRANS!ORMI$ 10-22.9/0.23%, TRI!ASICO 1.0000 9,425.00 9,425.00

"/&2500

: 0&05020%02 TABLERO DE CONTROL MEDIDOR CABLEADO

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 3250&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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2#40100010008 TABLERO DE CONTROL Q MEDIDOR Q CAB 1.0000 3,250.00 3,250.00#/25000

: 0&050#0101 DESPLAZAMIENTO DE POSTES CAC 1#MT

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 150&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2630200010013 DESPLA'AMIENTO DE POSTES C.A.C 13MT 1.0000 150.00 150.00

: 0&050#0102 E@CAVACION DE HUECO P-INSTAL POSTE CONCRETO INC-SOLADO

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 125&''

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 1.6000 15.40 24.64

101010005 PEON 4.0000 6.4000 13.85 88.64

301220013 CAMIONETA DOBLE TRACCION DE 1 TON > 0.2000 0.3200 38.00 12.16

: 0&050#010# IZAJE Y CIMENTACION POSTES 1#M CIMENTACION INC INSUMOS

>:7 =<3-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; 215&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010002 CAPATA' 0.2000 0.0889 1#.0# 1.52

101010003 OPERARIO 1.16#0 0.518# 18.38 9.53

101010004 O!ICIAL 2.0000 0.8889 15.40 13.69

101010005 PEON 4.0000 1.###8 13.85 24.62

M4>(4(

20#0100050002 PIEDRA MEDIANA DE 6( >3 0.3500 50.85 1#.80

290130022 AGA >3 0.5000 10.1# 5.09

301220014 CAMION GRA *BRA'O ARTICLADO+ 5 TO > 1.0000 0.4444 200.00 88.88

: 0&050#010& MONTAJE DE MENSULA DE CAV

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 3)&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35101010004 O!ICIAL 1.0000 0.4000 15.40 6.16

101010005 PEON 1.0000 0.4000 13.85 5.54

M4>(4(

26#080021 SOGA DE MANILA F 0.4000 15.00 6.00

26#080022 SOGA DE NYLON F 0.4000 20.00 8.00

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 2.0500 19.05 0.39

3012200040006 CAMIONETA 4$2 > 0.1810 0.0#24 50.00 3.62

: 0&050#0105 MONTAJE DE MEDIA LOSA DE CAV 1#0M-'50

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; +0&'3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010002 CAPATA' 0.1000 0.0800 1#.0# 1.3#

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010004 O!ICIAL 2.0000 1.6000 15.40 24.64

101010005 PEON 1.0000 0.8000 13.85 11.08

301010045 CA"A DE HERRAMIENTAS > 1.0000 0.8000 4.00 3.20

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 3.5600 51.#9 1.84

: 0&050#010% MONTAJE DE PERFIL .C. DE FG

>:7 =<3-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; +0&'3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74101010002 CAPATA' 0.1000 0.0800 1#.0# 1.3#

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010004 O!ICIAL 2.0000 1.6000 15.40 24.64

101010005 PEON 1.0000 0.8000 13.85 11.08

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 3.5600 51.#9 1.84

: 0&050#010' MONTAJE DE PERFIL ANGULAR '%@'%@2#00MM

>:7 =<3-DIA MO. 1!0000 E&. 1!0000 :7 ?:7 7 ; 6,&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.4444 18.38 8.1#

101010004 O!ICIAL 2.0000 0.8889 15.40 13.69

101010005 PEON 2.0000 0.8889 13.85 12.31

M4>(4(

26#080021 SOGA DE MANILA F 0.5000 15.00 #.50

26#080022 SOGA DE NYLON F 0.5000 20.00 10.00

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 5.0000 34.1# 1.#1

3012200040006 CAMIONETA 4$2 > 0.6890 0.3062 50.00 15.31

: 0&050#010! MONTAJE DE SECCIONADOR TIPO CUT OUT

>:7 =<3-DIA MO. 2%0000 E&. 2%0000 :7 ?:7 7 ; ')&51

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.30## 18.38 5.66

101010004 O!ICIAL 2.0000 0.6154 15.40 9.48

101010005 PEON 2.0000 0.6154 13.85 8.52

M4>(4(26#080021 SOGA DE MANILA F 0.5000 15.00 #.50

26#080022 SOGA DE NYLON F 0.4000 20.00 8.00

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 3.0000 23.66 0.#1

3012200040006 CAMIONETA 4$2 > 0.496# 0.1528 50.00 #.64

: 0&050#010" MONTAJE DE TANSFORMADOR 100KVA 10$22"-02# KV

>:7 =<3-DIA MO. 15000 E&. 15000 :7 ?:7 7 ; 5,,&2+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 5.3333 18.38 98.03

101010004 O!ICIAL 1.0000 5.3333 15.40 82.13

101010005 PEON 1.0000 5.3333 13.85 #3.8#

301010045 CA"A DE HERRAMIENTAS > 1.3231 #.0565 4.00 28.23

301340010 ESCALERA > 1.0000 5.3333 5.00 26.6###&2%

: 0&050#0110 MONTAJE DE TABLERO DE DISTRIBUCION EN BAJA TENSION

>:7 =<3-DIA MO. 1!000 E&. 1!000 :7 ?:7 7 ; 350&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 4.4444 18.38 81.69

101010004 O!ICIAL 2.0000 8.8889 15.40 136.89

101010005 PEON 1.0000 4.4444 13.85 61.55

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 4.5000 280.13 12.61

301340010 ESCALERA > 1.0000 4.4444 5.00 22.22

: 0&050#0111 MONTAJE DE TRANSFORMI@ CABLEADO Y CONE@IONADO

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; ')3&31

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 4.0000 18.38 #3.52

101010004 O!ICIAL 1.328# 5.3148 15.40 81.85

101010005 PEON 1.0000 4.0000 13.85 55.40

E?=;*301010045 CA"A DE HERRAMIENTAS > 2.0000 8.0000 4.00 32.00

30108001# MATERIAL %ARIOS *SOGA, ESTROBO, ETC+ >7 5.0000 210.## 10.54

301340010 ESCALERA > 1.0000 4.0000 5.00 20.00

: 0&050#0112 INSTALACION DE MEDIDOR ELECTRONICO POR ENOSA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 1560&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*303010024 INSTALACION DE MEDIDOR ELECTRONICO 1.0000 1,560.00 1,560.00

1/5%000

: 0&050#0201 MONTAJE DE AISLADOR POLIMERICO TIPO PIN C-ACCES DE FIJACION

>:7 =<3-DIA MO. 2%0000 E&. 2%0000 :7 ?:7 7 ; ')&51

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.30## 18.38 5.66

101010004 O!ICIAL 2.0000 0.6154 15.40 9.48

101010005 PEON 2.0000 0.6154 13.85 8.52

M4>(4(

26#080021 SOGA DE MANILA F 0.5000 15.00 #.50

26#080022 SOGA DE NYLON F 0.4000 20.00 8.00

3012200040006 CAMIONETA 4$2 > 0.496# 0.1528 50.00 #.64

: 0&050#0#01 TENDIDO Y PUESTA EN FLECHA CONDUCTOR AAAC #5 MM2-FASE

>:7 6-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; F> 125,&6'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010002 CAPATA' 0.5000 1.0000 1#.0# 1#.0#

101010003 OPERARIO 4.0000 8.0000 18.38 14#.04

101010004 O!ICIAL 3.0000 6.0000 15.40 92.40

101010005 PEON 12.0000 24.0000 13.85 332.40

M4>(4(

26#080021 SOGA DE MANILA F 0.4000 15.00 6.00

26#080022 SOGA DE NYLON F 0.399# 20.00 #.99

301000030 ESTACION TOTAL > 1.0000 2.0000 35.00 #0.00

301000031 POLEAS > 15.0000 30.0000 4.00 120.00

301000032 CABLE GIA > 0.5000 1.0000 35.00 35.00

301000033 CABALLETE AL'ABOBINA > 1.0000 2.0000 15.00 30.00

301000034 E&IPO DE COMNICACION > 4.0000 8.0000 4.00 32.00

301000035 TIR!OR DE 3 :7 > 3.0000 6.0000 15.00 90.00

301210004 KINCHE DE 3 TON > 1.0000 2.0000 12.00 24.00

301210005 !RENO HIDRALICO 3 TON > 0.5000 1.0000 100.00 100.00

301220015 CAMION PLATA!ORMA 4 $ 2 122 HP 8 :7 > 0.3958 0.#916 150.00 118.#4

301340010 ESCALERA > 2.0000 4.0000 5.00 20.00

: 0&050#0&01 MONTAJE PUESTA A TIERRA T-VARILLA

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 156&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010002 CAPATA' 0.1000 0.1600 1#.0# 2.#3

101010003 OPERARIO 0.960# 1.53#1 18.38 28.25

101010004 O!ICIAL 1.0000 1.6000 15.40 24.64

101010005 PEON 2.0000 3.2000 13.85 44.32

M4>(4(

20#0#0002 AGA >3 0.2000 10.1# 2.0320#

301220015 CAMION PLATA!ORMA 4 $ 2 122 HP 8 :7 > 0.2000 0.3200 150.00 48.00

: 0&050#0501 PINTADO Y SEALIZACION DE POSTES

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; '6&1,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.5000 0.266# 18.38 4.90

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21

101010005 PEON 1.0000 0.5333 13.85 #.39

M4>(4(

240040002 PINTRA TRANSITO 0.5135 50.00 25.68

: 0&050#0%01 PRUEBAS ELECTRICAS +INC EQUIPOS DE PRUEBA/ MEGOMETRO/ TELUROMETO)

>:7 ,7-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,50&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010023 PREBAS ELECTRICAS *INC. E&IPOS D 1.0000 850.00 850.00

: 0&050#0%02 ENERGIZACION DE REDES INC CORTE Y RECONE@ION PARA EMPALME A REDES

>:7 ,7-DIA MO. E&. C7<:7 :7 ?:7 7 ; '500&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010024 ENERGI'ACION DE REDES INC. CORTE Y 1.0000 4,500.00 4,500.00

&/50000

: 0&050#0%0# ELABORACION DE E@PEDIENTE FINAL DE CONSTRUCCION ANTE ENOSA

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 2500&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2901#00010025 ELABORACION DE E$PEDIENTE !INAL DE 1.0000 2,500.00 2,500.00

2/50000

: 0&0%0101 E@CAVACION DE ZANJA PARA CIMIENTOS CON MAQUINARIA

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 1)6&6)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 0.4000 18.38 #.35

101010005 PEON 12.0000 4.8000 13.85 66.48

: 0&0%0102 CIMIENTOS CORRIDOS MEZCLA 1:10 CEMENTO$HORMIGON #0 PIEDRA

>:7 6#-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >3 1,0&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010004 O!ICIAL 2.0000 0.6400 15.40 9.86

101010005 PEON 10.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1800 10.1# 1.83

: 0&0%020101 SOBRECIMIENTO $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >3 310&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5333 18.38 9.80

101010004 O!ICIAL 1.0000 0.5333 15.40 8.21101010005 PEON 6.0000 3.2000 13.85 44.32

M4>(4(

290130022 AGA >3 0.1800 10.1# 1.83

: 0&0%020102 SOBRECIMIENTO $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. 1&0000 E&. 1&0000 :7 ?:7 7 ; >2 3)&06

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.5#14 18.38 10.50

101010004 O!ICIAL 1.0000 0.5#14 15.40 8.80

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0448 2.68 0.12

231010001 MADERA TORNILLO 2 3.4000 5.08 1#.2#

: 0&0%02010# SOBRECIMIENTOS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

2&1E?=;*

: 0&0%020201 COLUMNAS $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 '16&10

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 1.6000 18.38 29.41

101010004 O!ICIAL 2.0000 1.6000 15.40 24.64

101010005 PEON 10.0000 8.0000 13.85 110.80

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

3012900030004 ME'CLADORA DE CONCRETO 9-11 P3 > 1.0000 0.8000 14.83 11.861&!#

: 0&0%020202 COLUMNAS $ ENCOFRADO Y DESENCOFRADO

>:7 6#-DIA MO. 100000 E&. 100000 :7 ?:7 7 ; >3 ')&,)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8000 18.38 14.#0

101010005 PEON 1.0000 0.8000 13.85 11.08

M4>(4(

231010001 MADERA TORNILLO 2 4.2400 5.08 21.54

: 0&0%02020# COLUMNAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(

2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&0%02020& JUNTA DE DILATACION

>:7 6-DIA MO. &00000 E&. &00000 :7 ?:7 7 ; > )&35

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010004 O!ICIAL 1.0000 0.2000 15.40 3.08101010005 PEON 1.0000 0.2000 13.85 2.##

M4>(4(

210040005 TECNOPORT E 1( >2 0.5000 3.00 1.50

: 0&0%020#01 VIGAS $ CONCRETO 1'5 ,-62

>:7 6#-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; >3 326&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 2.0000 0.8000 18.38 14.#0

101010004 O!ICIAL 2.0000 0.8000 15.40 12.32

101010005 PEON 10.0000 4.0000 13.85 55.40

M4>(4(

290130022 AGA >3 0.1840 10.1# 1.8#

E?=;*3012900010005 %IBRADOR DE CONCRETO 4 HP 2.40( > 0.5000 0.2000 #.42 1.48

: 0&0%020#02 VIGAS $ ENCOFRADO Y DESENCOFRADO

>:7 62-DIA MO. "0000 E&. "0000 :7 ?:7 7 ; >2 ',&3,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.8889 18.38 16.34

101010004 O!ICIAL 1.0000 0.8889 15.40 13.69

M4>(4(

231010001 MADERA TORNILLO 2 3.5000 5.08 1#.#8

: 0&0%020#0# VIGAS $ ACERO CORRUGADO FY &200 ,-62

>:7 ,-DIA MO. 2500000 E&. 2500000 :7 ?:7 7 ; F 3&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0320 18.38 0.59

101010004 O!ICIAL 1.0000 0.0320 15.40 0.49

M4>(4(2040100020001 ALAMBRE NEGRO N 16 F 0.0200 2.68 0.05

: 0&0%020&01 MURO DE LADRILLO CONCRETO N1&

>:7 62-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; >2 6'&52

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101010003 OPERARIO 1.0000 1.3333 18.38 24.51

101010005 PEON 0.5000 0.666# 13.85 9.23

M4>(4(

213010001 CEMENTO PORTLAND TIPO I *42.5 F+ 7 0.1200 20.68 2.48

216020012 LADRILLO DE CONCRETO N14 20.0000 1.20 24.00

231010001 MADERA TORNILLO 2 0.5800 5.08 2.95

290130022 AGA >3 0.0150 10.1# 0.15

: 0&0%020501 TARRAJEO EN SOBRECIEMIENTO

>:7 62-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; >2 15&10

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 0.9990 0.5328 18.38 9.#9

101010005 PEON 0.1##8 0.0948 13.85 1.31

M4>(4(20#0200010004 ARENA !INA PESTA EN OBRA >3 0.01## 35.59 0.63

290130022 AGA >3 0.0043 10.1# 0.04

: 0&0%020502 TARRAJEO EN VIGAS

>:7 62-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; >2 31&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 1.0000 18.38 18.38

101010005 PEON 0.5000 0.5000 13.85 6.93

M4>(4(

: 0&0%020%01 CERCO DE MALLA METALICA FIJA DE TUBERIA F CUADRADA DE 2.@2. S EGUN DISEO INC ALAMB PUAS

>:7 6-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; > 2+6&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050165 SMINISTRO E INSTALACION DE CERCO M > 1.0000 296.61 296.612"%%1

: 0&0%020%02 PORTON TUBO CUADRADO 2.@2. CON MARCO DE FIERRO ANGULO EN L DE 2 1-2. @ 2 1-2.

>:7 62-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; >2 1'5&2,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#1050166 SMINISTRO E INSTALACION DEPORTON >2 1.0000 145.28 145.28

: 0&0%020%0# PUERTA TUBO CUADRADO 2.@2. CON MARCO DE FIERRO ANGULO EN L DE 2 1-2. @ 2 1-2.

>:7 62-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; >2 1,+&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2#105016# SMINISTRO E INSTALACION DE PERTA M >2 1.0000 189.95 189.95

: 0&0%020'01 PINTURA ESMALTE Y ANTICORROSIVA 2 MANOS EN ESTRUCTURAS CERCO METALICO

>:7 6-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; > 2&53

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.0800 18.38 1.4#

101010005 PEON 0.0400 0.0032 13.85 0.04

M4>(4(

238010002 LI"A PARA !IERRO 0.0200 1.56 0.03

240020001 PINTRA ESMALTE 0.0160 39.83 0.64

: 0&0%020'02 PINTURA ESMALTE Y ANTICORROSIVA 2 MANOS EN PUERTAS METALICAS

>:7 62-DIA MO. 250000 E&. 250000 :7 ?:7 7 ; >2 11&''

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101010003 OPERARIO 1.0000 0.3200 18.38 5.88

101010005 PEON 0.1000 0.0320 13.85 0.44

M4>(4(

238010002 LI"A PARA !IERRO 0.1600 1.56 0.25

240020001 PINTRA ESMALTE 0.0600 39.83 2.39

2400800130006 THINER ACRILICO 0.0300 12.00 0.36

: 0501010101 PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

246110002 PAPELERA METALICA 1.0000 169.49 169.49

: 0501010102 LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

: 0501010201 EQUIPO DE RAYOS @ RODABLE PORTATIL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 6355&+3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301330008 E&IPO DE RAYOS $ Y RODABLES 1.0000 6,355.93 6,355.93%/#55"#

: 0501010202 AUTOCLAVE DE VAPOR DE 22 LITROS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 21,3,&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010300010009 ATOCLA%E DE %APOR DE 22 LITROS 1.0000 21,838.98 21,838.98

21/!#!"!

: 050101020# AMALGAMADOR

>:7 =<3-DIA MO. 50000 E&. 50000 :7 ?:7 7 ; 122,&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301330009 AMALGAMADOR 1.0000 1,228.81 1,228.81

1/22!!1

: 050101020& DESTARTARIZADOR UL TRASONICO

>:7 =<3-DIA MO. 0'500 E&. 0'500 :7 ?:7 7 ; 10,'&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

303010023 DESTARTARI'ADOR LTRASONICO 1.0000 1,084.#5 1,084.#5

1/0!&'5

: 0501010205 LAMPARA DE LUZ HALOGENA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,,+&,3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3014#00010012 LAMPARA DE L' HALOGENA 1.0000 889.83 889.83

: 0501020101 PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0501020102 LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

: 0501020201 NEGATOSCOPIO DE UN CUERPO

>:7 =<3-DIA MO. ##%0000 E&. ##%0000 :7 ?:7 7 ; 1,2&20

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160004 NEGATOSCOPIO DE N CERPO 1.0000 182.20 182.20

: 0501020202 MESA +DIVAN) PARA E@AMENES Y CURACIONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; )62&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160005 MESA *DI%AN+ PARA E$AMENES Y CRACI 1.0000 #62.#1 #62.#1

: 050102020# ESCALINATA METALICA DE DOS PELDAOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301340008 ESCALINATA METALICA DE DOS PELDAOS 1.0000 152.54 152.54

: 050102020& MESA METALICA RODABLE PARA CURACIONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+'&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160006 MESA METALICA RODABLE PARA CRACIO 1.0000 194.92 194.92

: 0501020205 BALANZA DE PISO CON TALLIMETRO / FUERZA 1%0 KG

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 5'2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040004 BALAN'A DE PISO CON TALLIMETRO ,!ER 1.0000 542.3# 542.3#

: 050102020% TABURETE METALICO/ ASIENTO GIRATORIO Y RODABLE

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301140009 TABRETE METALICO, ASIENTO GIRATORI 1.0000 152.54 152.54

: 050102020' PANTOSCOPIO

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; )62&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*301390009 PANTOSCOPIO 1.0000 #62.#1 #62.#1

: 05010#0101 SILLAS METALICAS APILABLES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

30108000# SILLAS METALICAS APILABLES 1.0000 152.54 152.54

: 05010#0102 PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 05010#010# LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

: 05010#0201 MESA +DIVAN) UNIVERSAL DE E@AMENES +RECONOCIMIENTO PARA GINECOLOGIA Y UROLOGIA)

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 3,1&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

30116000# MESA *DI%AN+ NI%ERSAL DE E$AMENES 1.0000 381.36 381.36

: 05010#0202 NEGATOSCOPIO DE UN CUERPO

>:7 =<3-DIA MO. ##%0000 E&. ##%0000 :7 ?:7 7 ; 1,2&20

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010#020# ESCALINATA METALICA DE DOS PELDAOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010#020& MESA METALICA RODABLE PARA CURACIONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+'&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160006 MESA METALICA RODABLE PARA CRACIO 1.0000 194.92 194.921"&"2

: 05010#0205 LAMPARA DE PIE/ TIPO .CUELLO DE GANSO.

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1,6&''

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3014#00010013 LAMPARA DE PIE, TIPO (CELLO DE GANS 1.0000 186.44 186.44

: 05010#020% BIOMBO METALICO PARA INSTRUMENTOS Y-O MATERIAL ESTERIL DE %! @ &5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1)'&32

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000023 BIOMBO METALICO PARA INSTRMENTOS 1.0000 1#4.32 1#4.32

: 05010#020' BALANZA DE PISO CON TALLIMETRO / FUERZA 1%0 KG

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 5'2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010#020! TABURETE METALICO/ ASIENTO GIRATORIO Y RODABLE

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*301140009 TABRETE METALICO, ASIENTO GIRATORI 1.0000 152.54 152.54

: 05010#020" EQUIPO DETECTOR DE LATIDOS FETALES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,13&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301330010 E&IPO DETECTOR DE LATIDOS !ETALES 1.0000 813.56 813.56

: 05010#0210 ESTETOSCOPIO ADULTO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 110&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000024 ESTETOSCOPIO ADLTO 1.0000 110.1# 110.1#

: 05010&0101 BLOQUES DE CONSTRUCCION @ #2 =<3S NATURAL

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 33&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000025 BLO&ES DE CONSTRCCION $ 32 S N 1.0000 33.90 33.90

: 05010&0102 BOTONES FIGURAS GEOMETRICAS P ENSARTE @ 20

>:7 (<-DIA MO. E&. C7<:7 :7 ?:7 7 ; 6&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3014#00010014 BOTONES !IGRAS GEOMETRICAS P ENS 1.0000 6.36 6.36

: 05010&010# CARRETES @ 2& =<3S

>:7 7*-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 7 13&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160008 CARRETES $ 24 S. 1.0000 13.56 13.56

: 05010&010& ESCALERA DE BRAQUIACION

>:7 7*-DIA MO. E&. C7<:7 :7 ?:7 7 ; 7 11+0&6,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3013400060003 ESCALERA DE BRA&IACION 1.0000 1,190.68 1,190.68

1/1"0%!

: 05010&0105 MUECA DIDACTICA

>:7 7*-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 7 21&''

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301050005 MECA DIDACTICA 1.0000 21.44 21.4421&&

: 05010&010% PASADOS VARIADOS MODELO CASA

>:7 7*-DIA MO. E&. C7<:7 :7 ?:7 7 ; 7 25&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301390010 PASADOS %ARIADOS MODELO CASA 1.0000 25.00 25.00

: 05010&010' VASOS LOGICOS O ENCAJES

>:7 84-DIA MO. E&. C7<:7 :7 ?:7 7 ; ? +&)5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301010043 %ASOS LOGICOS O ENCA"ES 1.0000 9.#5 9.#5

: 05010&010! COLCHONETAS 100MT @ 050CM

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ''&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3014#00010015 COLCHONETAS 1.00MT $ 0.50CM 1.0000 44.0# 44.0#

: 05010&010" PISOS MICROPOROSOS 15MM NACIONAL UNIDAD

>:7 =<3-DIA MO. #&0000 E&. #&0000 :7 ?:7 7 ; 15&25

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301390011 PISOS MICROPOROSOS 15MM NACIONAL 1.0000 15.25 15.25

: 05010&0110 RAMPA DE COORDINACION DE ESPUMA

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 2'5&)6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3011500010003 RAMPA DE COORDINACION DE ESPMA 1.0000 245.#6 245.#6

: 05010&0111 SET ESTIMULACION DE 10 =<3S

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1262&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301400005 SET ESTIMLACION DE 10 S 1.0000 1,262.#1 1,262.#1

1/2%2'1

: 05010&0112 DISPENSADOR DE JABON

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 32&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2461800010005 DISPENSADOR DE "ABON LI&IDO 1.0000 32.3# 32.3#

: 05010&011# JABON LIQUIDO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000026 "ABON LI&IDO 1.0000 19.0# 19.0#

: 05010&011& DISPENSADOR DE PAPEL TOALLA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 3,&1'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

2461800010004 DISPENSADOR DE PAPEL TOALLA 1.0000 38.14 38.14

: 05010&0115 PAPEL TOALLA

>:7 ,7-DIA MO. E&. C7<:7 :7 ?:7 7 ; 6&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301390012 PAPEL TOALLA 1.0000 6.69 6.69

: 0501050101 ESCRITORIO METLICO DE 02 CAJONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '66&10

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301340009 ESCRITORIO METLICO DE 02 CA"ONES 1.0000 466.10 466.10

: 0501050102 SILLAS METALICAS APILABLES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 050105010# SILLAS METALICAS GIRATORIAS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 22,&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301080010 SILLAS METALICA GIRATORIA 1.0000 228.81 228.81

: 050105010& PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 0501050105 LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

: 0501050201 MESA PARA E@AMEN Y AU@ILIAR DE 0'0 @ 150M

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 305&0,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160009 MESA PARA E$AMEN Y A$ILIAR DE 0.#0 $ 1.0000 305.08 305.08

: 0501050202 VITRINA METALICA PARA INSTRUMENTAL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1101&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3012900010006 %ITRINA METALICA PARA INSTRMENTAL 1.0000 1,101.69 1,101.69

1/101%"

: 050105020# TACHOS PARA DESECHOS CON TAPA A PEDAL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 25'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301140010 TACHOS PARA DESECHOS CON TAPA A PE 1.0000 254.24 254.24

: 050105020& BALANZA DE MESA DE USO PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 3,1&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

3010000040005 BALAN'A DE MESA DE SO PEDIATRICO 1.0000 381.36 381.36

: 0501050205 BALANZA DE PIE DE USO PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 6''&0)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000004000# BALAN'A DE PIE DE SO PEDIATRICO 1.0000 644.0# 644.0#

: 050105020% BALANZA MODELO RELOJ COLGANTE DE USO PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1))&+)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160016 BALAN'A MODELO RELO" COLGANTE DE 1.0000 1##.9# 1##.9#

: 050105020' INFANTOMETRO DE BASE ANCHA Y UN TOPE MOVIL O ESCUADRA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '23&)3

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040086 IN!ANTOMETRO DE BASE ANCHA Y N TOP 1.0000 423.#3 423.#3

: 050105020! TALLIMETRO DE PIE DE MADERA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; )20&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160012 TALLIMETRO DE PIE DE MADERA 1.0000 #20.34 #20.34

: 050105020" CINTA METRICA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,&')

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160013 CINTA METRICA PARA MEDIDAS ANTROPO 1.0000 8.4# 8.4#

: 0501050210 BATERIAS PARA EVALUACION DEL DESARROLLO SEGN INSTRUMENTO USADO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301160014 BATERIAS PARA E%ALACION DEL DESAR 1.0000 211.86 211.86

: 0501050211 BATERIAS DE ESTIMULACION

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*301160015 BATERIA DE ESTIMLACION 1.0000 12#.12 12#.12

: 0501050212 ESTETOSCOPIO PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 110&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

30100002# ESTETOSCOPIO PEDIATRICO 1.0000 110.1# 110.1#

: 050105021# PANTOSCOPIO

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; )62&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301390009 PANTOSCOPIO 1.0000 #62.#1 #62.#1

: 050105021& MARTILLO DE PERCUSION

>:7 =<3-DIA MO. 1%00000 E&. 1%00000 :7 ?:7 7 ; 16&+5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301140011 MARTILLO DE PERCSION 1.0000 16.95 16.95

: 0501050215 ESCALINATA METALICA DE DOS PELDAOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 050105021% TAMBOR DE ACERO QUIRURGICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '+&15

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301140012 TAMBOR DE ACERO &IRRGICO 1.0000 49.15 49.15

: 050105021' RIONERAS

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 25&'2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3011500010004 RIONERAS 1.0000 25.42 25.42

: 050105021! TERMOMETRO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 2'&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301390013 TERMOMETRO CLINICO 1.0000 24.58 24.582&5!

: 050105021" BAJALENGUAS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 11&1+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000028 BA"ALENGAS 1.0000 11.19 11.19

: 0501050220 HISOPOS DE ALGODON

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,&')

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301010044 HISOPOS DE ALGODON 1.0000 8.4# 8.4#

: 0501050221 SOLUCIONES ANTISEPTICAS

>:7 =<3-DIA MO. 1000000 E&. 1000000 :7 ?:7 7 ; 3,&1'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010300030002 SOLCIONES ANTISEPTICAS 1.0000 38.14 38.14

: 0501050222 ALGODN/ GASA Y ESPARADRAPO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301240009 ALGODON , GASA Y ESPARADRAPO 1.0000 42.3# 42.3#

: 050105022# BOLSAS PARA DESECHOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 21&1+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010400010006 BOLSAS PARA DESECHOS 1.0000 21.19 21.19

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

301030011 !ORMATOS DE REGISTRO,CARNET DEL AI 1.0000 12#.12 12#.12

: 0501050225 MATERIAL EDUCATIVO IMPRESO +ROTAFOLIOS/ TRIPTICOS/ ETC)

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 25'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301140013 MATERIAL EDCATI%O IMPRESO *ROTA!OL 1.0000 254.24 254.24

: 050105022% GUIAS Y DOCUMENTOS TECNICOS NORMATIVOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301080011 GIAS Y DOCMENTOS TECNICOS NORMA 1.0000 169.49 169.49

: 050105022' MATERIAL DE ESCRITORIO +LAPICEROS/ LAPIZ/ BORRADOR/ PLUMONES DE COLORES/ ETC)

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301080012 MATERIAL DE ESCRITORIO *LAPICEROS, L 1.0000 169.49 169.49

: 050105022! SABANAS Y CAMPOS DE TELA Y MATERIAL PLASTIFICADO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 3,1&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301080013 SABANAS Y CAMPOS DE TELA Y MATERIAL 1.0000 381.36 381.36

: 050105022" MATERIAL DIDACTICO DIVERSO + PELOTAS/ CUBOS/ CAMPAILLAS/ TABLEROS/ JUEGOS/ ETC)

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 33,&+,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301080015 MATERIAL DIDACTICO DI%ERSO * PELOTAS 1.0000 338.98 338.98

: 05010%0101 LAMPARA DE PIE/ TIPO .CUELLO DE GANSO.

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1,6&''

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010%0102 MESA ESPECIAL PARA TOPICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+'&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*301160010 MESA ESPECIAL PARA TOPICO 1.0000 194.92 194.92

: 05010%010# MESA METALICA RODABLE PARA CURACIONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+'&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010%010& PORTA SUERO METALICO RODABLE

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

30106000# PORTA SERO METALICO RODABLE 1.0000 12#.12 12#.12

: 05010%0105 VITRINA METALICA PARA INSTRUMENTAL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1101&6+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

1/101%"

: 05010%010% MESA METALICA/ RODABLETIPO MAYO/ PARA ENTREGA DE INSTRUMENTOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 203&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

301060008 MESA METALICA, RODABLETIPO MAYO, PA 1.0000 203.39 203.39

: 05010%010' TABURETE METALICO/ ASIENTO GIRATORIO Y RODABLE

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010%010! ESCALINATA METALICA DE DOS PELDAOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010%010" PORTABALDE METALICO RODABLE

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 110&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040008 PORTABALDE METALICO RODABLE 1.0000 110.1# 110.1#1101'

: 05010%0110 SILLAS DE RUEDAS ESTANDAR

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; '+1&53

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040009 SILLA DE REDAS ESTNDAR 1.0000 491.53 491.53

: 05010%0111 ASPIRADOR ELECTRICO PARA SECRECIONES RODABLE

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1)62&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040010 ASPIRADOR ELECTRICO PARA SECRECION 1.0000 1,#62.#1 1,#62.#1

1/'%2'1

: 05010%0112 CILINDRO DE O@IGENO MEDICINAL/ TAMAO D/ INC PORTA CILINDRO CON BASE RODABLE

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 231&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040011 CILINDRO DE O$IGENO MEDICINAL, TAMA 1.0000 231.36 231.36

: 05010%011# DESFIBRILADOR CON MONITOR

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 12)11&,2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*3010000040012 DES!IBRILADOR CON MONITOR 1.0000 12,#11.82 12,#11.82

12/'11!2

: 05010%011& ESTETOSCOPIO ADULTO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 110&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010%0115 ESTETOSCOPIO PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 110&1)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

30100002# ESTETOSCOPIO PEDIATRICO 1.0000 110.1# 110.1#

: 05010%011% LARINGOSCOPIO ADULTO DE HOJAS INTERCAMBIABLES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,13&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040013 LARINGOSCOPIO ADLTO DE HO"AS INTE 1.0000 813.56 813.56

: 05010%011' LARINGOSCOPIO PEDIATRICO$NEONATAL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ),,&1'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040014 LARINGOSCOPIO PEDIATRICO-NEONATAL 1.0000 #88.14 #88.14

: 05010%011! PANTOSCOPIO

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; )62&)1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301390009 PANTOSCOPIO 1.0000 #62.#1 #62.#1

: 05010%011" NEBULIZADOR ELECTRICO PORTATIL

>:7 =<3-DIA MO. ##%0000 E&. ##%0000 :7 ?:7 7 ; 3,1&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040015 NEBLI'ADOR ELECTRICO PORTATIL 1.0000 381.36 381.36

: 05010%0120 RESUCITADOR MANUAL PORTATIL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 2+6&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040016 RESCITADOR MANAL PORTATIL 1.0000 296.61 296.612"%%1

: 05010%0121 RESUCITADOR MANUAL PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 2+6&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000004001# RESCITADOR MANAL PEDIATRICO 1.0000 296.61 296.61

: 05010%0122 RESUCITADOR MANUAL NEONATAL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 2+6&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040018 RESCITADOR MANAL NEONATAL 1.0000 296.61 296.61

: 05010%012# TENSIOMETRO MERCURIAL PORTATIL

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '06&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040019 TENSIOMETRO MERCRIAL PORTATIL 1.0000 406.#8 406.#8

: 05010'0101 ESCRITORIO METLICO DE 02 CAJONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '66&10

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010'0102 SILLAS METALICAS GIRATORIAS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 22,&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010'010# SILLAS METALICAS APILABLES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010'010& PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 05010'0201 MESA +DIVAN) UNIVERSAL DE E@AMENES +RECONOCIMIENTO PARA GINECOLOGIA Y UROLOGIA)

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 3,1&36

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

30116000# MESA *DI%AN+ NI%ERSAL DE E$AMENES 1.0000 381.36 381.36

: 05010'0202 ESCALINATA METALICA DE DOS PELDAOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010'020# BALANZA DE PISO CON TALLIMETRO / FUERZA 1%0 KG

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 5'2&3)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05010'020& ESFIGMOMANOMETRO DE MERCURIO RODABLE PARA ADULTO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,13&56

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040020 ES!IGMOMANOMETRO DE MERCRIO RO 1.0000 813.56 813.56

: 05010'0205 ESFIGMOMANOMETRO DE MERCURIO RODABLE PEDIATRICO

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 135&5+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040021 ES!IGMOMANOMETRO DE MERCRIO RO 1.0000 135.59 135.59

: 05010!0101 SILLA DE ESPERA DE # CUERPOS DE FIBRA DE VIDRIO

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; '06&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040022 SILLA DE ESPERA DE 3 CERPOS DE !IBR 1.0000 406.#8 406.#8

: 05010!0102 TELEVISOR &0.CON RACK DE PARED

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 13+6&61

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040023 TELE%ISOR 40(CON RAC DE PARED 1.0000 1,396.61 1,396.61

1/#"%%1

: 05010!010# REPRODUCTOR DVD

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ,3&+0

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040024 REPRODCTOR D%D 1.0000 83.90 83.90

: 05010!010& VITRINA METALICA-PERIODICO MURAL PARA ANUNCIOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; )20&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040025 %ITRINA METALICA/PERIODICO MRAL PAR 1.0000 #20.34 #20.34

: 05010!0105 E@TINTOR POLVO QUIMICO SECO %KG

>:7 =<3-DIA MO. &000000 E&. &000000 :7 ?:7 7 ; 5+&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040026 E$TINTOR POL%O &IMICO SECO 6G 1.0000 59.24 59.24

: 05010!010% SEALES DE SEGURDAD Y EVACUACION

>:7 =<3-DIA MO. &0000 E&. &0000 :7 ?:7 7 ; '+&5,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000004002# SEALES DE SEGRIDAD Y E%ACACION 1.0000 49.58 49.58

: 05010"0101 UTENSILIOS DE LIMPIEZA

>:7 ,7-DIA MO. E&. C7<:7 :7 ?:7 7 ; 25'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

3010000040028 TENSILIOS DE LIMPIE'A 1.0000 254.24 254.24

: 05010"0102 MAQUINA LUSTRADORA TIPO INDUSTRIAL CON ESCOBILLA DE 12.

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; '22&,,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040029 MA&INA LSTRADORA TIPO INDSTRIAL 1.0000 422.88 422.88

: 0501100101 SILLA DE ESPERA DE # CUERPOS DE FIBRA DE VIDRIO

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; '06&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0501100102 ESTANTERIAS METALICAS DE ANGULOS RANURADOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040030 ESTANTERIAS METALICAS DE ANGLOS R 1.0000 12#.12 12#.12

: 050110010# SILLA METALICA GIRATORIA

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 305&0,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040031 SILLA METLICA GIRATORIA 1.0000 305.08 305.08

: 050110010& MUEBLE PARA COMPUTADORA

>:7 =<3-DIA MO. 20000 E&. 20000 :7 ?:7 7 ; 211&,6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040032 MEBLE PARA COMPTADORA 1.0000 211.86 211.86

: 0501100105 PC COREL I5 INC MONITOR

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 2626&2)

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040033 PC COREL I5 INC. MONITOR 1.0000 2,626.2# 2,626.2#

2/%2%2'

: 050110010% IMPRESORA MULTIFUNCIONAL

>:7 =<3-DIA MO. 5/'000000 E&. 5/'000000 :7 ?:7 7 ; 211&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*3010000040034 IMPRESORA MLTI!NCIONAL 1.0000 211.26 211.26

: 050110010' PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 050110010! ESCALINATA METALICA DE DOS PELDAOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 050110010" REFRIGERADORA ELECTRICA DE 1&P#

>:7 =<3-DIA MO. 150000 E&. 150000 :7 ?:7 7 ; 21++&15

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040035 RE!RIGERADORA ELECTRICA DE 14P3 1.0000 2,199.15 2,199.15

2/1""15

: 0501110101 SILLA DE ESPERA DE # CUERPOS DE FIBRA DE VIDRIO

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; '06&),

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 050111010# SILLA METALICA GIRATORIA

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 305&0,

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 050111010& LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.412/11&&1

: 0501110105 IMPRESORA MULTIFUNCIONAL

>:7 =<3-DIA MO. 5/'000000 E&. 5/'000000 :7 ?:7 7 ; 211&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040034 IMPRESORA MLTI!NCIONAL 1.0000 211.26 211.26

: 050111010% PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 050111010' E@TINTOR POLVO QUIMICO SECO %KG

>:7 =<3-DIA MO. &000000 E&. &000000 :7 ?:7 7 ; 5+&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0501120101 ESCRITORIO DE MADERA O MELAMINE DE # CAJONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 550&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040036 ESCRITORIO DE MADERA O MELAMINE DE 1.0000 550.85 550.85

: 0501120102 CREDENZA METALICA DE 1!0 @ 050

>:7 =<3-DIA MO. #0000 E&. #0000 :7 ?:7 7 ; 635&5+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000004003# CREDEN'A METALICA DE 1.80 $ 0.50 1.0000 635.59 635.59

: 050112010# SILLON METALICO GIRATORIO CON PORTABRAZOS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 50,&3+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

3010000040038 SILLON METALICO GIRATORIO CON PORT 1.0000 508.39 508.39

: 050112010& SILLAS METALICAS APILABLES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0501120105 PIZARRA ACRILICA DE 150 @ 100

>:7 =<3-DIA MO. 2&0000 E&. 2&0000 :7 ?:7 7 ; 152&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040039 PI'ARRA ACRILICA DE 1.50 $ 1.00 1.0000 152.46 152.46

: 050112010% LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

: 050112010' IMPRESORA MULTIFUNCIONAL

>:7 =<3-DIA MO. 5/'000000 E&. 5/'000000 :7 ?:7 7 ; 211&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 050112010! PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 05011#0101 ESCRITORIO DE MADERA O MELAMINE DE # CAJONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 550&,5

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040036 ESCRITORIO DE MADERA O MELAMINE DE 1.0000 550.85 550.85

: 05011#0102 ARCHIVADORES METALICOS DE & GAVETAS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; ),+&20

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*3010000040040 ARCHI%ADORES METALICOS DE 4 GA%ETA 1.0000 #89.20 #89.20

: 05011#010# SILLAS METALICAS GIRATORIAS

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 22,&,1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05011#010& SILLAS METALICAS APILABLES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05011#0105 PIZARRA ACRILICA DE 150 @ 100

>:7 =<3-DIA MO. 2&0000 E&. 2&0000 :7 ?:7 7 ; 152&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05011#010% LAPTO CORE I5

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 211'&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-E?=;*

3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

: 05011#010' IMPRESORA MULTIFUNCIONAL

>:7 =<3-DIA MO. 5/'000000 E&. 5/'000000 :7 ?:7 7 ; 211&26

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05011#010! PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4>(4(

: 05011#010" VITRINA METALICA-PERIODICO MURAL PARA ANUNCIOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; )20&3'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040025 %ITRINA METALICA/PERIODICO MRAL PAR 1.0000 #20.34 #20.34'20#&

: 05011&0101 PAPELERA DE PLATICO CON TAPA VENTANA BATIBLE

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+&'1

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040041 PAPELERA DE PLATICO CON TAPA %ENTAN 1.0000 19.41 19.41

: 05020101 CAMILLA RODABLE CON BARANDA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 13')&'6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040042 CAMILLA RODABLE CON BARANDA 1.0000 1,34#.46 1,34#.46

1/#&'&%

: 05020102 BIOMBO METALICO DE DOS CUERPOS

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 2'5&)6

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040043 BIOMBO METALICO DE DOS CERPOS 1.0000 245.#6 245.#6

: 0502010# MESA DE NOCHE

>:7 =<3-DIA MO. %0000 E&. %0000 :7 ?:7 7 ; 2)1&1+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*3010000040044 MESA DE NOCHE 1.0000 2#1.19 2#1.19

: 05020201 MESA MECANICA PARA PARTOS Y GINECOLOGIA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1)5'&2'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040045 MESA MECANICA PARA PARTOS Y GINECOL 1.0000 1,#54.24 1,#54.24

1/'5&2&

: 05020202 MESA METALICA RODABLE PARA CURACIONES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 1+'&+2

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0502020# LAMPARA DE PIE RODABLE 5 REFLECTORES

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 5152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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: 050210021& PALO DE LLUVIA

>:7 =<3-DIA MO. E&. C7<:7 :7 ?:7 7 ; 11&02

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

30100000400## PALO DE LL%IA 1.0000 11.02 11.02

: 0502100215 ACEITES NATURALES

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040080 &ENA 1.0000 #.63 #.63

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040081 IMPLEMENTOS PARA HIGIENE DEL RECIEN 1.0000 389.83 389.83

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05021102 SILLAS METALICAS GIRATORIAS

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0502110# SILLAS METALICAS APILABLES

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0502110& TABURETE METALICO/ ASIENTO GIRATORIO Y RODABLE

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 05021202 SILLA METALICA GIRATORIA

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0502120# SILLAS METALICAS APILABLES

>:7 =<3-DIA MO. !0000 E&. !0000 :7 ?:7 7 ; 152&5'

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0502120& PAPELERA METALICA

>:7 =<3-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 16+&'+

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

E?=;*3013500030003 LAPTO COREI5 1.0000 2,114.41 2,114.41

2/11&&1

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

: 0502120' ESTETOSCOPIO ADULTO

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301000004 BALAN'A > 1.0000 635.59 635.59

: 05021210 REFRIGERADORA ELECTRICA DE 1&P#

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040035 RE!RIGERADORA ELECTRICA DE 14P3 1.0000 2,199.15 2,199.15

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

301060009 CILINDROS METALICOS 1.0000 135.59 135.59

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040030 ESTANTERIAS METALICAS DE ANGLOS R 1.0000 12#.12 12#.1212'12

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040048 LOCERS METALICO DE 3 CASILLEROS 1.0000 6##.9# 6##.9#

: 050#0&01 SILLAS DE RUEDA METALICO PLEGABLE

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040083 SILLAS DE REDAS METALICO PLEGABLE 1.0000 #60.00 #60.00

: 050#0&02 ANDADOR METALICO PEGABLE

>:7 =<3-DIA MO. 200000 E&. 200000 :7 ?:7 7 ; 12)&12

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040084 ANDADOR METALICO PEGABLE 1.0000 12#.12 12#.12

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

3010000040085 NIDAD %EHICLAR AMBLANCIA 1.0000 203,389.83 203,389.83

20#/#!"!#

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>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 300&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

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: 0%02 SEALIZACION DE AREAS CRITICAS

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101050002 SEALI'ACION DE AREAS CRTICAS 1.0000 150.00 150.00

: 0%0# SEALIZACIN PARA EL DESVIO DEL TRANSITO PEATONAL

>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 100&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101050003 SEALI'ACIN PARA EL DES%IO DEL TRAN 1.0000 100.00 100.00

: 0%0& PREVENCIN DE DAOS

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

M4<* 3( O74

101050004 PRE%ENCIN DE DAOS 1.0000 800.00 800.00

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101050005 RIEGO DE MATERIAL E$CA%ADO 1.0000 350.00 350.00

: 0%0% MANTENIMIENTO DE MAQUINARIA/ USO DE SILENCIADORES

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101050006 MANTENIMIENTO DE MA&INARIA, SO DE 1.0000 400.00 400.00

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101050009 IMPLEMENTOS DE SEGRIDAD *E$TINTOR 1.0000 300.00 300.00

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>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 300&00

3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-

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101050011 DISPOSICION DE RECO"O DE MATERIALES 1.0000 500.00 500.00

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3,* D(;< R(=* U<343 C=434 C4<>343 P(* S- P44 S-M4<* 3( O74

101050012 CAPACITACIN Y SENSIBILI'ACIN DEL P 1.0000 1,000.00 1,000.00

1/00000

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>:7 ,7-DIA MO. 10000 E&. 10000 :7 ?:7 7 ; 10025&'2

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2901#00010026 CAPACITACION A PRO!ESIONALES Y TECN 1.0000 10,025.42 10,025.42

10/025&2

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ILLA MARIA DE CIENEGUILLO CENTRO/ DISTRITO Y PROVINCIA DE SULLANA$PIURA

8.94 m2

22.36 m2

endimiento: )@caacion $erreno %emi d'ro 2.5 m3/dia

F 0.2 ancGo s'D 'Ea 0.450.15 ancGo inD 'Ea 0.050.32 alt'ra 'Ea 0.08

0.056 2.4976 m3/dia 0.32

1.00 m3 2 Gr4.00 m3 8 Gr

1.00 m3 3 Gr2.67 m3 8 Gr

2.50 m3/dia

m3/dia

18.0000

3.00006.00 m3/dia

ct'aliHar cos 7.98

F endimiento14 m2/dia

13.5 m2/dia0.135 m2/ml

100 +/,I*

o;o esta considerada en la artida anterior

30 60 16 35.3333333333

100 100 40 80

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0.1 m2 2.50 3/dia10 m3

120 m2 4.00 Peones

0.1 m2 3.00 3/dia

240 m2 4.00 Peones

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endimiento: )@caacion $erreno %emi d'ro 2.5 m3/dia0.2 ancGo s'D 'Ea

0.15 ancGo inD 'Ea

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ct'aliHar cos 7.98

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ct'aliHar cos 7.98

120.0000

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ct'aliHar cos 7.98

A o;o esesor de tarra;eo

ct'aliHar cos 7.98

A 01020501 PINTURA DE MUROS INTERIORES

62-DIA MO. #50000 E&. #50000 :7 ?:7 7 ; >2

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02130100010004 CEMENTO PORTLAND TIPO MS *42.5 F+ 7

0231010004 MADERA TORNILLO PARA ANDAMIOS 2

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3.54666

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!0000 :7 ?:7 7 ; > 12&)5

P(* S- P44 S-

0.285# 18.38 5.25

0.2000 0.#2 0.14

0.0800 50.00 4.00

0.0556 16.95 0.94

0.285# 8.4# 2.42

0000 :7 ?:7 7 ; :7 ')&05

P(* S- P44 S-

1.0000 18.38 18.38

1.0000 13.85 13.85

3.0000 2.69 8.0#

1.2000 0.85 1.02

0.6000 1.#1 1.03

0.0200 150.00 3.00

1.0000 1.#0 1.#0

0000 :7 ?:7 7 ; :7 )1&+1

P(* S- P44 S-

2.0000 18.38 36.#6

2.0000 13.85 2#.#0

1.5000 2.69 4.04

1.0000 0.85 0.85

0.0200 23.#3 0.4#

1.0000 2.09 2.09

TAS/ VENTANAS Y MARCO DE VANOS

!0000 :7 ?:7 7 ; > 12&32

P(* S- P44 S-

0.4444 18.38 8.1#

0.2222 13.85 3.08

0.0033 35.59 0.12

0.0240 19.41 0.4#

0.0040 5.08 0.02

0.0825 5.08 0.42

0.0040 10.1# 0.0410'

!0000 :7 ?:7 7 ; > 12&)5

P(* S- P44 S-

0.285# 18.38 5.25

0.2000 0.#2 0.14

0.0800 50.00 4.00

0.0556 16.95 0.94

0.285# 8.4# 2.42

0000 :7 ?:7 7 ; :7 ')&05

P(* S- P44 S-

1.0000 18.38 18.38

1.0000 13.85 13.85

3.0000 2.69 8.0#

1.2000 0.85 1.02

0.6000 1.#1 1.03

0.0200 150.00 3.00

1.0000 1.#0 1.#0

0000 :7 ?:7 7 ; :7 )1&+1

P(* S- P44 S-

2.0000 18.38 36.#6

2.0000 13.85 2#.#0

1.5000 2.69 4.04

1.0000 0.85 0.85

0.0200 23.#3 0.4#

1.0000 2.09 2.09

Acu Puesto de Salud 24.08.2015

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