Propuesta Precios Maestros 2

7/25/2019 Propuesta Precios Maestros 2

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ALBERGUE ESTUDIANTIL

ITEM DESCRIPCION UND. CANT. V./UNIT.

1. PRELIMINARES

1.1 Localizacin y replanteo M2 268.0 $ 1,200.00

1.2 Descapote a mano M3 268.0 $ 3,000.00

SUB-TOTAL

2. EXCAVACIONES2.1 Excavacin en material comn M3 140.0 $ 8,000.00

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0%$1%00 &' M3 2.1 $ 4,000.00

3.2 (apata en concreto !e 3000 psi e# 0$30 M3 14.% $ 35,000.003.3 )i*a !e cimentacin $30x$30 concreto 3000 psi ML 122.6 $ 16,000.00

3.6 +oncreto !e 3000 psi m,ro contencin M3 11.0 $ 60,000.00

3.- cero !e re/,erzo !e 60000 psi cimientos *. 2$%40.2 $ 500.00

SUB-TOTAL

4 ESTRUCTURAS4.1 +ol,mna en concreto .30x.30 3000 psi ML 156.9 $ 22,000.00

4.2 +ol,mna en concreto .2%x.2% 3000 psi ML %1.1 $ 20,000.00

4.3 )i*a area 0.30x0.2% concreto 3000 psi ML 22.8 $ 25,000.00

4.4 )i*a area 0.40x0.30 concreto 3000 psi ML 44.8 $ 33,000.00

4.% )i*a area .30x.30 concreto 3000 psi ML 100.% $ 25,000.00

4.6 )i*a area .30x.20 concreto 3000 psi ML 12.4 $ 22,000.00

4. )i*a corona .20x.1% concreto 3000 psi ML 16.2 $ 15,000.00

4.10 &laca maciza e# 0$12 concreto 3000 psi M2 94.5 $ 30,000.00

4.11 &laca ali*era!a en la!rillo ,eco % M2 2%0.4 $ 35,000.00

4.12 Escalera en concreto 3000 psi ML 3.$ 30,000.00

4.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 11$2. $ 500.00

SUB-TOTAL

5 MAMPOSTERIA

%.1 Mampostera en la!rillo ,eco 510 M2 -60.0 $ 8,000.00

%.2 Dintel en concreto re/orza!o 3000 psi ML 1.2 $ 3,000.00

SUB-TOTAL

6 PISOS

6.1 ece"o compacta!o e# 0$1% M3 40.2 $ 6,000.00

6.2 M2 1-3.0 $ 12,000.00

6.3 M2 %6.0 $ 12,000.00

6.4 lista!o &iso a7na!o con mineral !e color e# 0.04 M2 300.% $ 5,000.00

SUB-TOTAL

7 ESTRUCTURA METALICA

-.1 cerca metlica 6x29 cal.18 ML 1-.4 $ 13,000.00

-.2 +orrea metlica 3x1 1:29 cal.18 ML 11%.0

SUB-TOTAL

&laca contra piso 2%00 psi # 0$08$ incl,ye mallaelectro sol!a!a

&laca piso an!en # 0$10 concreto a la vista 2%00psi$ incl,ye malla electro sol!a!a


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8 CUBIERTA

8.1 ;eLL M2 2%6.0 $ 25,000.00

SUB-TOTAL10 PAETE

10.1 &a?ete liso 1@4 incl,ye 7los so"re m,ros M2 1$2%0.0 $ 6,000.00

10.2 &a?ete liso 1@4 "a


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SUB-TOTAL

15 INSTALACIONES "IDRAULICAS

1%.1 cometi!a i!ralica 1:29 FLA. 1.0 $ 50,000.00

1%.2 &,nto a*,a /ria 1:29 Bn!. 88.0 $ 11,000.00

1%.3 ;anG,e plstico pvc 1000 lts Bn!. 6.0 $ 45,000.00

1%.4 Llave terminal !e 1:29 BHD. 40.0 $ 3,000.00

SUB-TOTAL16 INSTALACIONES ELECTRICAS

16.1 +IME;'D ELE+;'+ 2% M; 'H+ +IH;DI Fl. 1.0 $ 120,000.00

16.2 Bn!. 30.0 $ 25,000.00

16.3 ali!a toma !o"le Bn!. 20.0 $ 20,000.00

16.4 ali!a ventila!ores$ incl,ye ventila!or D Bn!. 16.0 $ 20,000.00

SUB-TOTAL

17 PINTURA

1-.1 &int,ra vinilo tipo 1 tres manos M2 2$300.0 $ 2,500.00

1-.2 &int,ra esmalte zocalo M2 300.0 $ 2,000.00

1-.3 &int,ra esmalte p,ertas y ventanas M2 11%.0 $ 2,800.00

SUB-TOTAL

18 VARIOS

18.1 Empra!izacin y


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AULAS DE CLASE


1. PRELIMINARES

1.1 Localizacin y replanteo M2 31%.0 C 1$200.0

1.2 Descapote a mano M3 -0.0 C 3$000.0


SUB-TOTAL2. EXCAVACIONES

2.1 Excavacin en material comn inc. etiro M3 80.0 C 8$000.0

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0%$1%00 &' M3 2.- C 4$000.0

3.2 (apata en concreto !e 3000 psi M3 13.2 C 3%$000.0

3.3 )i*a !e cimentaci $30x$30 concreto 3000 psi ML 14%.0 C 16$000.0

3.- cero !e re/,erzo !e 60000 psi cimientos *. 2$2-0.3 C %00.0

SUB-TOTAL

4 ESTRUCTURAS4.1 +ol,mna en concreto .30x.30 3000 psi ML 188.0 C 22$000.0

4.4 )i*a area 0.40x0.30 concreto 3000 psi ML 36. C 33$000.0

4.% )i*a area 0.30x0.30 concreto 3000 psi ML 1%.- C 2%$000.0

4.6 )i*a area 0.30x0.20 concreto 3000 psi ML 130.1 C 2%$000.0

4.8 )i*a area 0.30x0.1% concreto 3000 psi ML 36.8 $ 20,000.00

4. )i*a corona 0.20x0.1% concreto 3000 psi ML 3.0 C 1%$000.0

4.10 &laca macisa e# 0$12 concreto 3000 psi M2 30.4 C 30$000.0

4.11 &laca ali*era!a en la!rillo ,eco % M2 26.0 C 3%$000.0

4.12 Escalera en concreto 3000 psi ML 2.3 C 30$000.0

4.13 )i*a canal en concreto 3000 psi M2 .0 $ 30,000.004.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 14$142.3 C %00.0

SUB-TOTAL

5 MAMPOSTERIA

%.1 Mamposteria en la!rillo ,eco 510 M2 600.0 C 8$000.0

%.2 Dintel en concreto re/orza!o 3000 psi ML 61.0 C 3$000.0

%.4 Mesn en *ranito p,li!o M2 4.% $ 37,000.00

SUB-TOTAL

6 PISOS

6.1 ece"o compacta!o e# 0$1% M3 %3.- C 6$000.0

6.2 M2 224.3 C 12$000.0

6.3 M2 .8 C 12$000.0

6.4 lista!o &iso a7na!o con mineral !e color e# 0.04 M2 4-3.% C %$000.0

SUB-TOTAL

&laca contra piso 2%00 psi # 0$08$ incl,ye mallaelectrosol!a!a&laca piso an!en # 0$10 concreto a la vista 2%00psi$ incl,ye malla electrosol!a!a


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-.1 cerca metlica 6x29 cal.18 ML 30.0 C 13$000.0

-.2 +orrea metlica 3x1 1:29 cal.18 ML 8.-

SUB-TOTAL

8 CUBIERTA


8.1 ;e


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14.8 &,nto sanitario 29 Bn!. 24.0 C $000.0

14. &,nto a*,as ll,vias 49 Bn!. 4.0 C 11$000.0

14.10 +a


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BIBLIOTECA, SISTEMAS Y AUDIOVISUALES


1. PRELIMINARES

1.1 Localizacin y replanteo M2 240.0 C 1$200.0

1.2 Descapote a mano M3 240.0 C 3$000.0

SUB-TOTAL

ITEM DESCRIPCION UND. CANT. V./UNIT.2. EXCAVACIONES

2.1 Excavacin en material comn M3 3-.0 C 8$000.0

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0%$ 1%00 &' M3 1.1 C 4$000.0

3.2 (apata en concreto !e 3000 psi 1$20x1$30 e# 0$30 M3 6. C 3%$000.0

3.4 )i*a !e cimentacin 2%x2% concreto 3000 psi ML 10%.0 C 16$000.0

3.- cero !e re/,erzo !e 60000 psi cimientos *. 1$3%.6 C %00.0

SUB-TOTAL

4 ESTRUCTURAS

4.2 +ol,mna en concreto .2%x.2% 3000 psi ML 64.0 C 20$000.0

4.- )i*a area .2%x.20 concreto 3000 psi ML 8-.0 C 20$000.0


4.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 1$23.4 C %00.0

SUB-TOTAL

5 MAMPOSTERIA



%.3 l/a*ia en concreto 3000 psi ML 33.0 C 4$000.0

SUB-TOTAL

6 PISOS

6.1 ece"o compacta!o e# 0$1% M3 30.0 C 6$000.0

6.2 M2 138.0 C 12$000.0

6.3 M2 61.0 C 12$000.0

6.% ;a"ln !e *ress 33x33 M2 2-6.0 $ 12,000.00

SUB-TOTAL


-.1 cerca metlica 6x29 cal.18 ML 40.0 C 13$000.0-.2 +orrea metlica 3x1 1:29 cal.18 ML 13%.0

SUB-TOTAL

8 CUBIERTA

8.1 ;e


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9 CIELO RASOS

.1 +ielo raso D=>LL M2 138.0 C 2%$000.0

SUB-TOTAL

10 PAETE

10.1 &a?etel iso 1@4 incl,ye 7los so"re m,ros M2 446.0 C 6$000.0

SUB-TOTAL11 CARPINTERIA METALICA ! DE MADERA

11.1 )entilacin en re


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RESTAURANTE ESTUDIANTIL


1. PRELIMINARES

1.1 Localizacin y replanteo M2 1-1.0 C 1$200.0

1.2 Descapote a mano M3 1-1.0 C 3$000.0

SUB-TOTAL

2. EXCAVACIONES2.1 Excavacin en material comn M3 30.0 C 8$000.0

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0% 1%00 &' M3 1.6 C 4$000.0

3.2 (apata en concreto !e 3000 psi 1$20x1$20 e# 0$30 M3 -.8 C 3%$000.0

3.4 )i*a !e cimentacin 2%x2% concreto 3000 psi ML 104.0 C 16$000.0

3.- cero !e re/,erzo !e 60000 psi cimientos *. 1$30. C %00.0

SUB-TOTAL

4 ESTRUCTURAS

4.2 +ol,mna en concreto .2%x.2% 3000 psi ML -2.0 C 20$000.0

4.- )i*a area .2%x.20 concreto 3000 psi ML 80.8 C 20$000.0


4.10 &laca macisa e# 0$12 concreto 3000 psi M2 4-.8 C 12%$%.0

4.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 1$-1-.- C %$-.0

SUB-TOTAL

5 MAMPOSTERIA

%.1 Mamposteria en la!rillo ,eco 510 M2 22%.0 C 8$000.0


%.3 l/a*ia en concreto 3000 psi ML 20.0 C 4$000.0

%.4 Mesn en *ranito p,li!o M2 2.2 C 3-$000.0

SUB-TOTAL

6 PISOS

6.1 %ece&o com!actado e' 0,15 M3 24.0 C 6$000.0

6.2 M2 10-.2 C 12$000.0

6.3 M2 66.0 C 12$000.0

6.% ;a"ln !e *ress 33x33 M2 4.0 C 12$000.0

SUB-TOTAL

7 ESTRUCTURA METALICA-.1 cerca metlica 6x29 cal.18 ML 30.0 C 13$000.0

-.2 +orrea metlica 3x1 1:29 cal.18 ML -%.0

SUB-TOTAL

8 CUBIERTA

8.1 ;e


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8.3 Limatesa ML 20.8 C %$000.0

SUB-TOTAL

9 CIELO RASOS

.1 +ielo raso D=>LL M2 138.0 C 2%$000.0

SUB-TOTAL

10 PAETE

10.1 &a?etel iso 1@4 incl,ye 7los so"re m,ros M2 44%.0 C 6$000.010.2 &a?ete liso 1@4 "a


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1%.1 Acometida hidraulica general 1/2" 15 FLA. 1.0 C %0$000.0

1%.2 &,nto a*,a /ria 1:29 Bn!. 12.0 C 11$000.0

1%.3 ;anG,e plstico pvc 1000 lts Bn!. 4.0 C 4%$000.0

1%.4 Llave terminal !e 1:29 BHD. 1.0 C 3$000.0

SUB-TOTAL

16 INSTALACIONES ELECTRICAS

16.1 cometica elctrica$ incl,ye conta!or tri7lar Fl. 1.0 C 120$000.0

16.2 Bn!. 12.0 C 2%$000.0

16.3 ali!a toma !o"le Bn!. .0 C 20$000.0

16.4 ali!a ventila!ores$ incl,ye ventila!or D Bn!. 6.0 C 20$000.0

SUB-TOTAL

17 PINTURA

1-.1 &int,ra vinilo tipo 1 tres manos M2 3%%.0 C 2$%00.0

1-.2 &int,ra esmalte zocalo M2 1%0.0 C 2$000.0

1-.3 &int,ra esmalte p,ertas y ventanas M2 62.0 C 2$800.0

SUB-TOTAL

18 VARIOS

18.1 Empra!izacin y


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18.32 Ji! !e aseo Ktrapero$ esco"a$ reco*e!or y val!e Bn!. 12.0

SUB-TOTAL

TOTAL COSTO DIRECTO


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RECTORIA Y SALA DE PROFESORES


1. PRELIMINARES

1.1 Localizacin y replanteo M2 148. C 1$200.0

1.2 Descapote a mano M3 148.- C 3$000.0

SUB-TOTAL

2. EXCAVACIONES2.1 Excavacin en material comn M3 21.% C 8$000.0

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0% 1%00 &' M3 0. C 4$000.0

3.2 (apata en concreto !e 3000 psi 1$20x1$20 e# 0$30 M3 4.8 C 3%$000.0

3.4 )i*a !e cimentacin 2%x2% concreto 3000 psi ML 6%.2 C 16$000.0

3.- cero !e re/,erzo !e 60000 psi cimientos *. 861.2 C %00.0

SUB-TOTAL

4 ESTRUCTURAS


4.- )i*a area .2%x.20 concreto 3000 psi ML %.2 C 20$000.0


4.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 824.4 C %00.0

SUB-TOTAL

5 MAMPOSTERIA

%.1 Mamposteria en la!rillo ,eco 510 M2 -4.0 C 8$000.0

%.2 Dintel en concreto re/orza!o 3000 psi ML 16.% C 3$000.0

SUB-TOTAL

6 PISOS


6.2 M2 80.2 C 12$000.0

6.3 M2 62.% C 12$000.0

6.4 lista!o &iso a7na!o con mineral !e color e# 0.04 M2 -0.0 C %$000.0

SUB-TOTAL


-.1 cerca metlica 6x29 cal.18 ML 33.0 C 13$000.0

-.2 +orrea metlica 3x1 1:29 cal.18 ML 130.0

SUB-TOTAL

8 CUBIERTA

8.1 ;e


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.1 +ielo raso D=>LL M2 80.0 C 2%$000.0

SUB-TOTAL

10 PAETE

10.1 &a?etel iso 1@4 incl,ye 7los so"re m,ros M2 1%%.0 C 6$000.0

SUB-TOTAL

11 CARPINTERIA METALICA ! DE MADERA



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16.1 cometica elctrica Fl. 1.0 C 120$000.0

16.2 Bn!. 10.0 C 2%$000.0

16.3 ali!a toma !o"le Bn!. 8.0 C 20$000.0

16.4 ali!a ventila!ores$ incl,ye ventila!or D Bn!. %.0 C 20$000.0

SUB-TOTAL

17 PINTURA1-.1 &int,ra vinilo tipo 1 tres manos M2 1%0.0 C 2$%00.0

1-.2 &int,ra esmalte zocalo M2 30.0 C 2$000.0

1-.3 &int,ra esmalte p,ertas y ventanas M2 14.6 C 2$800.0

SUB-TOTAL

18 VARIOS

18.1 Empra!izacin y


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REMODELACIN DE BLOQUE EXISTENTE PARA ALBERGUE NIOS


1. PRELIMINARES

1.3 Demolicin m,ro Kinc. retiro !e escom"ros M2 2%.0 $ 2,500.00

1.4 Demolicion placa !e piso Kinc. retiro !e escom"ros M2 36.0 $ 3,000.00

SUB-TOTAL


SUB-TOTAL

4 ESTRUCTURAS

4.1 +ol,mna en concreto .30x.30 3000 psi ML %.6 C 22$000.0

4.% )i*a area .30x.30 concreto 3000 psi ML 11.0 C 22$000.0

4. )i*a corona .1%x.1% concreto 3000 psi ML 32.0 C 1%$000.0

4.10 &laca macisa e# 0$12 concreto 3000 psi M2 1.% C 30$000.0

4.13 )i*a canal en concreto 3000 psi M2 31.- C 30$000.0

4.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 182.- C %00.0

SUB-TOTAL5 MAMPOSTERIA


SUB-TOTAL

6 PISOS


6.3 M2 31.% C 12$000.0

6.4 lista!o &iso a7na!o con mineral !e color e# 0.04 M2 6.0 C %$000.0

SUB-TOTAL

7 ESTRUCTURA METALICA-.1 cerca metlica 6x29 cal.18 ML 12.0 C 13$000.0


SUB-TOTAL

8 CUBIERTA

8.1 ;eLL M2 3.% C 2%$000.0

SUB-TOTAL

10 PAETE10.1 &a?etel iso 1@4 incl,ye 7los so"re m,ros M2 32%.0 C 6$000.0

10.2 &a?ete "a


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11.8 )entana metlica cal. 20 2$0x1$20 M2 16.8

11. Divisin metlica cal. 18 M2 1%.4

SUB-TOTAL

12 VIDRIOS

12.1 s,m. e inst. )i!rio trasl,ci!o !e 3mm M2 1.%

12.2 s,m. e inst. )i!rio martilla!o !e 4 mm M2 14.%

SUB-TOTAL13 ENC"APE ! APARATOS SANITARIOS

13.1 Encape "lanco piso pare! 20x20 M2 6%.0 C $000.0

13.2 Lavamanos corri!o en concreto ML 6.0 C 40$000.0

13.% ,m$ e inst. anitario "lanco Bn!. 6.0 C 8$000.0

13.6 D,ca sencilla Bn!. 6.0 C 3$000.0

13.- e


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1-.2 &int,ra esmalte zocalo M2 %%.0 C 2$000.0

1-.3 &int,ra esmalte p,ertas y ventanas M2 8%.0 C 2$800.0

SUB-TOTAL

18 VARIOS

18.1 Empra!izacin y


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SUM. E INSTALACION PLANTA DE TRATAMIENTO DE AGUA POTABLE


1. PRELIMINARES



SUB-TOTAL


SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0% 1%00 &' M3 0.2 C 4$000.0

3.2 M3 0.2 C 3%$000.0

3.% )i*a !e cimentacin 0$20x0$20 !e 3000 psi ML 10.0 $ 15,000.00

3.- cero !e re/,erzo !e 60000 psi cimientos *. 66.0 C %00.0

SUB-TOTAL

4 ESTRUCTURAS

4.14 +ol,mna en concreto .1%x.20 3000 psi ML .8 $ 20,000.00

4. )i*a corona .1%x.20 ML 16.0 C 1%$000.0

4.16 cero !e re/,erzo !e 60000 psi *. 11.% C %00.0

SUB-TOTAL

5 MAMPOSTERIA


SUB-TOTAL

6 PISOS


6.2 M2 6.3 C 12$000.0

6.3 M2 1.% C 12$000.0

6.7 M2 10.0 C 12$000.0

SUB-TOTAL



SUB-TOTAL

8 CUBIERTA

8.1 ;e


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1%.% BHD. 1.0

SUB-TOTAL


16.1 cometica elctrica Fl. 1.0 C 120$000.0

SUB-TOTAL

TOTAL COSTO DIRECTO

&LH; &I;A'L'(DI & 1.2 L&. Riltracinascen!enteP!escen!ente.. I&ED &I AIMAEI.


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LAVANDERIA


1. PRELIMINARES


1.2 Descapote a mano M3 .60 C 3$000.0


2.1 Excavacin en material comn M3 20.%0 C 8$000.0

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0% M3 0.-1 C 4$000.0

3.2 (apata en concreto !e 3000 psi 1$20x1$20 e# 0$30 M3 2.60 C 3%$000.0

3.3 )i*a !e cimentacin 2%x2% ML 22.2% C 16$000.0

3.- cero !e re/,erzo !e 60000 psi *. 36.00 C %00.0

SUB-TOTAL

4 ESTRUCTURAS


4.4 )i*a area .20x.2% concreto 3000 psi ML 18.%0 C 20$000.0

4.% )i*a corona .1%x.20 cm ML 8.00 C 1%$000.0

4.10 &laca macisa e# 0$10 M2 2.00 C 30$000.0

4.16 cero !e re/,erzo !e 60000 psi estr,ct,ra *. 481.0 C %00.0

SUB-TOTAL

5 MAMPOSTERIA


%.2 Dintel en concreto re/orza!o ML -.20 C 3$000.0

%.3 l/a*ia en concreto ML 4.00 C 4$000.0

SUB-TOTAL

6 PISOS

6.1 ece"o compacta!o e# 0$1% M3 -.20 C 6$000.0

6.2 M2 23.0 C 12$000.0

6.3 M2 24.00 C 12$000.0

6.4 lista!o &iso a7na!o e# 0.04 M2 23.0 C %$000.0

SUB-TOTAL

7 ESTRUCTURA METALICA-.1 cerca metlica 6x29 cal.18 ML %.-0 C 13$000.0

-.2 +orrea metlica 3x1 1:29 cal.18 ML 46.20 C %$000.0

SUB-TOTAL

8 CUBIERTA

8.1 ;e


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10.1 &a?etel iso 1@4 incl,ye 7los M2 8%.00 C 6$000.0

SUB-TOTAL




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18.34 s,min. E insta. L)DI DE 24 LA BHD. 4.00

SUB-TOTAL

TOTAL COSTO DIRECTO


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PRESUPUESTO PO$O SEPTICO INCLU!E CAMPO DE OXIDACION

%TEM DESCRIPCION UNIDAD CANT V&. UNITARIO

1. PRELIMINARES




2.1 Excavaciones en material comn M3 38.0 C 4%$%%8.0

SUB-TOTAL

4 ESTRUCTURAS

4. )i*a corona .20x.1% concreto 3000 psi ML 2.3 C 1%$000.0

4.10 &laca macisa e# 0$12 concreto 3000 psi M2 .2 C 30$000.0

4.1% +oncreto 3000 &' m,ros e# 0.1% M3 4.8 C 2%$000.0

4.16 cero !e re/,erzo !e 60000 psi F. 400.0 C %00.0

SUB-TOTAL

6 PISOS6.1 ece"o compacta!o e# 0$20 M3 2.0 C 6$000.0

6.6 &laca !e piso en concreto 2%00 psi e# 0$1% M2 10.% C 12$000.0SUB-TOTAL


11.1% ;apa marco en n*,lo !e1:82x 1 1:49 BHD 3.0 C 3$000.0

SUB-TOTAL

14 DESA#UES E INST. SANITARIAS

14.1 ;,"era &)+ 69 anitaria ML 60.0 C %$000.0

14.2 ;,"era &)+ 49 anitaria ML 2.0 C 4$%00.0

14.10 ca


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TRASLADO DE TORRECILLA E INSTALACIN DE TRANSFORMADOR


1. PRELIMINARES

1.1 Localizacin y replanteo M2 2.0

1.2 Descapote a mano M3 2.0

SUB-TOTAL

2. EXCAVACIONES2.1 Excavacin en material comn M3 6.0

SUB-TOTAL

3 CIMENTACION

3.1 ola!o en concreto po"re e#0$0%$1%00 &' M3 0.%

3.2 (apata en concreto !e 3000 psi e# 0$30 M3 2.0

SUB-TOTAL


16.% BM. E 'H;L+'SH DE ;RIMDI Fl. 1.0

16.6 ;LDI ;IE+'LL ME;L'+ Fl. 1.0

SUB-TOTALTOTAL COSTO DIRECTO

TOTAL COSTO DIRECTO OBRA!ministracin 22.00T'mprevistos 3.00TBtili!a! %.00T

;I;L +I;I D'E+;I IA

VALOR TOTAL PRO!ECTO


26/371

'"ON (REDD! NIO ARA#ON

epresentante le*al+IHI+'I H'UI P LI(HI 9E+BEL EL +FB'9


27/371

V./TOTAL

C 321$600.00

C 804$000.00

) 1*125*600.00

C 1$120$000.00

) 1*120*000.00

C 8$400.00

C %0-$%00.00C 1$61$600.00

C 660$000.00

C 1$2-0$100.00

) 4*407*600.00

C 3$4%1$800.00

C 1$022$000.00

C %-0$000.00

C 1$4-8$400.00

C 2$%12$%00.00

C 2$846$800.00

C 243$000.00

C 2$83%$000.00

C 8$-64$000.00

C 11-$000.00

C %$6$4%0.00

) 29*836*950.00

C 6$080$000.00

C %-$600.00

) 6*137*600.00

C 241$200.00

C 2$0-6$000.00

C 6-2$000.00

C 1$%02$%00.00

) 4*491*700.00

C 226$200.00

C P

) 226*200.00


28/371

C 1$-28$000.00

) 1*728*000.00

C 6$400$000.00

) 6*400*000.00

C -$%00$000.00

C --6$000.00

) 8*276*000.00

C P

C P

C P

C P

C PC P

C P

) -

C P

C P

) -

C 2$018$-00.00

C 480$000.00

C 6$000.00

C 48$000.00

C 12$000.00

C 80$000.00

) 2*734*700.00

C 1%0$000.00

C 112$%00.00

C 2-0$000.00

C %2$%00.00

C 24$000.00

C 132$000.00

C 110$000.00

C -2$000.00

C 22$000.00

C 100$000.00

C 60$000.00

C 4-$%20.00


29/371

) 1*152*520.00

C %0$000.00

C 68$000.00

C 2-0$000.00

C 120$000.00

) 1*408*000.00

C 120$000.00

C -%0$000.00

C 400$000.00

C 320$000.00

) 1*590*000.00

C %$-%0$000.00

C 600$000.00

C 322$000.00

) 6*672*000.00

C $000.00

C 100$000.00

C P

C P

C P

) 199*000.00) 77*505*870.00


30/371

V./TOTAL

C 3-8$000.00

C 210$000.00

V./TOTAL

) 588*000.00

C 640$000.00

) 640*000.00

C 10$800.00

C 462$000.00

C 2$320$000.00

C 1$13%$1%0.00

) 3*927*950.00

C 4$136$000.00

C 1$21-$-00.00

C 3$2$%00.00

C 3$2%2$%00.00

C -36$000.00

C %8%$000.00

C 12$000.00

C 10$360$000.00

C 6$000.00

C 2$-0$000.00C -$0-1$1%0.00

) 35*301*850.00

C 4$800$000.00

C 183$000.00

C 166$%00.00

) 5*149*500.00

C 322$200.00

C 2$61$600.00

C 1$1-$600.00

C 2$36-$%00.00

) 6*578*900.00


31/371

C 30$000.00

C P

) 390*000.00

V./TOTAL

C 2$%4$400.00C 162$000.00

) 3*116*400.00

C 11$2%0$000.00

) 11*250*000.00

C -$%00$000.00

C 34$400.00

) 7*894*400.00

C P

C P

C P

C P

C P

C P

C P

) -

C P

) -

C 2$04$300.00

C 0$000.00

C 30$000.00

C 112$000.00

C 12$000.00

C -0$000.00

) 2*408*300.00

C 3%0$000.00

C 180$000.00

C 6-%$000.00

C 3%$000.00

C 1%0$000.00

C 1%4$000.00

C 44$000.00


32/371

C 216$000.00

C 44$000.00

C %0$000.00

V./TOTAL

C %0$000.00

C 120$000.00

C 100$800.00) 2*168*800.00

C %0$000.00

C 440$000.00

C 2-0$000.00

C 6$000.00

) 766*000.00

C 120$000.00

C 1$100$000.00

C %60$000.00

C 480$000.00

) 2*260*000.00

C 3$12%$000.00

C 420$000.00

C %3$280.00

) 4*084*280.00

C 166$%00.00

C 100$000.00

C P

C P

C P

C P

C P

C P) 266*500.00

) 86*790*880.00


33/371

V./TOTAL

C 288$000.00

C -20$000.00

) 1*008*000.00

V./TOTAL

C 26$000.00

) 296*000.00

C 4$400.00

C 241$%00.00

C 1$680$000.00

C 6-$800.00

) 2*623*700.00

C 1$280$000.00

C 1$-40$000.00

C 240$000.00

C 61$-00.00

) 3*879*700.00

C 1$-84$000.00

C 114$000.00

C 132$000.00

) 2*030*000.00

C 180$000.00

C 1$6%6$000.00

C -32$000.00

C 3$312$000.00

) 5*880*000.00

C %20$000.00C P

) 520*000.00

C 2$040$000.00

C -0$000.00

C 12%$000.00

) 2*235*000.00


34/371

C 3$4%0$000.00

) 3*450*000.00

C 2$6-6$000.00

) 2*676*000.00

C P

C P

C P

C P

) -

C P

C P) -

C 120$000.00

C 42%$000.00

C 340$000.00

C 160$000.00

) 1*045*000.00

C 22$%00.00

C 1%4$000.00C 134$400.00

) 1*210*900.00

C 126$000.00

C P

C P

C P

C P

) 126*000.00

C P

) -

) 26*980*300.00


35/371

V./TOTAL

C 20%$200.00

C %13$000.00

) 718*200.00

C 240$000.00

) 240*000.00

C 6$400.00

C 2-3$000.00

C 1$664$000.00

C 6%4$%0.00

) 2*598*350.00

C 1$440$000.00

C 1$616$000.00

C 240$000.00

C 6$020$840.20

C 10$2-0$128.30

) 19*586*968.50

C 1$800$000.00

C 0$000.00

C 80$000.00

C 81$400.00

) 2*051*400.00

C 144$000.00

C 1$286$400.00

C -2$000.00

C 1$128$000.00

) 3*350*400.00

C 30$000.00

C P

) 390*000.00

C 1$%00$000.00

C 46$%00.00


36/371

C 104$000.00

) 1*650*500.00

C 3$4%0$000.00

) 3*450*000.00

C 2$6-0$000.00C 216$000.00

) 2*886*000.00

C P

C P

C P

C P

C P

C P

C P

) -

C P

C P

) -

C %16$600.00

C 2%$000.00

C 1%$000.00

C 3$000.00C 6$000.00

C 1%$000.00

C 30$000.00

) 610*600.00

C 22%$000.00

C 6-$%00.00

C 3%$000.00

C 60$000.00

C 33$000.00C 22$000.00

C %4$000.00

C %0$000.00

C 2%$000.00

C 32$100.00

) 603*600.00


37/371

C %0$000.00

C 132$000.00

C 180$000.00

C 3$000.00

) 365*000.00

C 120$000.00

C 300$000.00

C 180$000.00

C 120$000.00

) 720*000.00

C 88-$%00.00

C 300$000.00

C 1-3$600.00

) 1*361*100.00

C 63$000.00

C 100$000.00

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P

C P


38/371

C P

) 163*000.00

) 40*745*118.50


39/371

).:;I;L

C 1-8$680.00

C 446$100.00

) 624*780.00

C 1-2$000.00

) 172*000.00

C 3$600.00

C 168$000.00

C 1$043$200.00

C 430$600.00

) 1*645*400.00

C 880$000.00

C 1$184$000.00

C 240$000.00

C 412$200.00

) 2*716*200.00

C %2$000.00

C 4$%00.00

) 641*500.00

C 1-2$800.00

C 62$400.00

C -%0$000.00

C 3%0$000.00

) 2*235*200.00

C 42$000.00

C P

) 429*000.00

C 1$848$000.00

C 30$000.00

C 141$000.00

) 2*019*000.00


40/371

C 2$000$000.00

) 2*000*000.00

C 30$000.00

) 930*000.00

C PC P

C P

C P

C P

C P

) -

C P

C P

) -

C 18$000.00

C 10$000.00

C 16$000.00

C 6$000.00

C 10$000.00

) 240*000.00

C 100$000.00

C 10$%00.00C 1%$000.00

C 22$000.00

C 22$000.00

C 18$000.00

C 2%$000.00

C 13$800.00

) 226*300.00

C %0$000.00

C 44$000.00C 0$000.00

C 3$000.00

) 187*000.00


41/371

C 120$000.00

C 2%0$000.00

C 160$000.00

C 100$000.00

) 630*000.00

C 3-%$000.00

C 60$000.00

C 40$880.00

) 475*880.00

C 3$000.00

C 100$000.00

C P

) 139*000.00

) 15*311*260.00


42/371

).:;I;L

C 62$%00.00

C 108$000.00

) 170*500.00

C 240$000.00

) 240*000.00

C 123$200.00

C 242$000.00

C 480$000.00

C %8%$000.00

C %1$000.00

C 1$3%0.00

) 2*472*550.00

C 44$000.00

) 944*000.00

C 3$600.00

C 3-8$000.00

C 480$000.00

) 897*600.00

C 1%6$000.00

C P

) 156*000.00

C 1$2-2$000.00

) 1*272*000.00

C 2$33-$%00.00

) 2*337*500.00

C 1$%0$000.00

C 1-3$600.00

) 2*123*600.00

C P

C P

C P

C P


43/371

C P

C P

) -

C P

C P

) -

C %8%$000.00

C 240$000.00

C 48$000.00

C 18$000.00

C 6$000.00

C 30$000.00

) 927*000.00

C 10$000.00C %4$000.00

C 301$%00.00

C 31$%00.00

C 21$000.00

C 66$000.00

C 22$000.00

C 2-$000.00

C 22$000.00

C %0$000.00

C %0$000.00

C 30$000.00

C 40$800.00

) 905*800.00

C %0$000.00

C 132$000.00

C 180$000.00

C 18$000.00

) 380*000.00

C 120$000.00

C 3-%$000.00

C 200$000.00

C 160$000.00

) 855*000.00

C 1$%00$000.00


44/371

C 110$000.00

C 238$000.00

) 1*848*000.00

C 4-$2%0.00

C 100$000.00

C P

C P

C P

) 147*250.00

) 15*676*800.00


45/371

).:;I;L

C 24$000.00

C 60$000.00

) 84*000.00

C 48$000.00

) 48*000.00

C 800.00

C -$000.00

C 1%0$000.00

C 33$000.00

) 190*800.00

C 16$000.00

C 240$000.00

C %$-%0.00

) 495*750.00

C 160$000.00

) 160*000.00

C 3$600.00

C -%$000.00

C 18$000.00

C 120$000.00

) 216*600.00

C P

) -

C 216$000.00

C 1%$000.00

) 231*000.00

C 240$000.00

) 240*000.00

C %0$000.00


46/371

C P

) 50*000.00

C 120$000.00

) 120*000.00

) 1*836*150.00


47/371

V./TOTAL

C %-$600.00

C 28$800.00

) 86*400.00

C 164$000.00

) 164*000.00

C 2$840.00

C 1$000.00

C 3%6$000.00

C 18$000.00

) 467*840.00

C 440$000.00

C 3-0$000.00

C 120$000.00

C 60$000.00

C 240$%00.00

) 1*230*500.00

C 326$400.00

C 21$600.00

C 16$000.00

) 364*000.00

C 43$200.00

C 286$800.00

C 288$000.00

C 11$%00.00

) 737*500.00

C -4$100.00

C 231$000.00

) 305*100.00

C %-6$000.00

C 40$000.00

) 616*000.00


48/371

C %10$000.00

) 510*000.00

C P

C P

C P

) -

C P

) -

C 16$000.00

C 6$000.00

) 22*000.00

C 100$000.00

C 60$000.00C -2$000.00

C 2%$000.00

C 2%$000.00

C 4$%00.00

) 286*500.00

C %0$000.00

C 66$000.00

C 0$000.00

C 6$000.00) 212*000.00

C 120$000.00

C 1%0$000.00

C 80$000.00

C 40$000.00

) 390*000.00

C 18-$%00.00

C 20$000.00

C 3$200.00

) 246*700.00

C 1%$000.00

C 100$000.00

C 200$000.00


49/371

C P

) 315*000.00

) 5*953*540.000 3$182$6-0.00


50/371

%%

V&. TOTAL

C 24$000.00

C 8-$000.00

) 111*000.00

C 1$-31$204.00

) 1*731*204.00

C 34$%00.00

C 2-6$000.00

C 120$000.00

C 200$000.00

) 630*500.00

C 12$000.00

C 126$000.00

) 138*000.00

C $000.00

) 9*000.00

C 300$000.00

C $000.00

C 2%$000.00

C 10$000.00

C 30$000.00

C 2$000.00

C 4$000.00

C 36$000.00

) 416*000.00

) 3*035*704.00

) 6*071*408.00

V&. TOTAL

C -$140$000.00

) 7*140*000.00


51/371

V./TOTAL

C P

C P

) -

C P

) -

C P

C P

) -

C P

C P

) -) -

284*011*326.50 284$011$326.%0 62$482$41.83

8$%20$33.8014$200$%66.33

85*203*397.95

369*214*724.45


52/371

81$138$3%%.6% 0.00

4$86-$141.8%102$103$6-.84168$442$802. 446$%%2$268.33


53/371


54/371


55/371


56/371


57/371


58/371


59/371


60/371


61/371


62/371


63/371


64/371


65/371


66/371


67/371


68/371


69/371


70/371


71/371


72/371


73/371


74/371


75/371


76/371

40$000.00 V 200$000.00 V 30$000$000.00 V2%$000.00 V 12%$000.00 V 18$-%0$000.00 V

48$-%0$000.00 V44$432$6-0.00 V


77/371


78/371


79/371

ANALISIS DE PRECIOS UNITARIOS

*%+-+

A*)+ PRELIMINARES

AA )ocaliacin re!lanteo

EQUIPOS Y HERRAMIENTAS CANT (a) TARIFA DIA (b) REND (.) VALOR PARCIAL (a!b"

- +*+%AA 1 $ 100,000.00 100 $ 1,000.00

-(AA( A-%A 22" 1 $ 100.00 1 $ 100.00

MATERIALES UNIDAD V.UNITARIO (#) CANT ($.) VALOR PARCIAL (#!$)

MANO DE OBRA CANT (%) SAL INTEG"DIA (&) REND (') VALOR PARCIAL (%!&"

AA:- 1 $ 34,614.00 83.33 $ 415.38A-:-%+ 1 $ 57,739.00 83.33 $ 692.90

+*+%A+ 1 $ 72,000.00 83.33 $ 864.03

OTROS UNIDAD V.UNITARIO () CANT () VALOR PARCIAL (!)

%A:(*+%- )A) 2/;m 50 32 1600

TOTAL COSTO DIRECTO (E)

a'


80/371


*%+-+

A*)+ PRELIMINARES

AA e#ca!ote manual


?-%%A-:A( -:+%-( 1 10,000.00 20 500.00

%-%+ -AA+%A 1 70,000.00 35 2,000.00

++ :-)A+%A 1 80,000.00 40 2,000.00


MANO DE OBRA CANT (%) SAL INTEG"DIA (&) REND (') VALOR PARCIAL (%!&"uadrilla 3


81/371


*%+-+

A*)+ EXCAVACIONES

AA -caacin en material comBn inc. %etiro


?erramienta enor 1 $ 10,000.00 12.51 $ 799.36

%-%+-AA+%A 1 $ 70,000.00 8.00 $ 8,750.00

+)C-A 153 1 $ 60,000.00 6.86 $ 8,746.36



uadrilla 5


82/371


*%+-+

A*)+ -:A+:

AA (olado en concreto !o&re e ' 0,05, 1500 !#i


?erramienta enor 1 10,000.00 8.00 $ 1,250.00

ecladora 1 Dto. 1 45,000.00 2.50 $ 18,000.00


--:+ %( $ 420.00 213 $ 89,460.00

%A))A - %+ 3 $ 75,000.00 1.0 $ 75,000.00

A%-:A 3 $ 45,000.00 0.5 $ 22,500.00

AA ) $ 45.00 100 $ 4,500.00


uadrilla 3


83/371

VALOR UNITARIO TOTAL (G)* (E+a++)


*%+-+

A*)+ CIMENTACION

AA Ea!ata en concreto de 3000 !#i e '0,30

EQUIPOS Y HERRAMIENTAS UNIDAD TARIFA DIA (b) REND (.) VALOR PARCIAL (a!b"

D%A+% 1 $ 50,000.00 3.84 $ 13,017.32

ecladora 1 Dto. 1 $ 45,000.00 2.50 $ 18,000.00


+:%-+ - 3000 *( 3 $ 530,429.00 1.05 $ 556,950.45


uadrilla 3


84/371



*%+-+

A*)+ CIMENTACIONES

AA iga de amarre cimentacion


85/371

u'



*%+-+

A*)+ CIMENTACIONES

AA oncreto de 3000 !#i muro de contencin

EQUIPOS Y HERRAMIENTAS CANTIDAD TARIFA DIA (b) REND (.) VALOR PARCIAL (a!b"

D%A+% 1 $ 50,000.00 3.5 $ 14,285.71

ecladora 1 $ 45,000.00 4.20 $ 10,714.29

?erramienta enor 1 $ 10,000.00 16 $ 625.00

-%?A( 3 $ 1,500.00 1.5 $ 3,000.00

AD)-%+( 3 $ 1,200.00 2.4 $ 1,500.00

*A%A)-( -)-(+*+( 5 $ 1,500.00 5 $ 1,500.00


+:%-+ - 3000 *( 3 $ 530,429.00 1.05 $ 556,950.45

AD)A( ) $ 3,667.00 2.1 $ 7,700.70

*:))A( )D $ 3,333.33 0.5 $ 1,666.67


uadrilla 3


86/371


a'


87/371

%A a'


88/371


a'


89/371


a'


90/371


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


a'


91/371


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


a'


92/371


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


%A a'


93/371


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


a'


94/371

uadrilla 4 < 1 + F 5 A.= 2 49,569.00 2.01 $ 49,322.39


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


%A a'


95/371

MANO DE OBRA CANT (%) SAL INTEG (&) REND (') VALOR PARCIAL (%!&"

uadrilla 4 < 1 + F 5 A.= 4 49,569.00 5.27 $ 37,623.53


%A:(*+%- )A) 2/;m 400.00 32.00 $ 12,800.00


a'


96/371


uadril la 4 < 1 + F 5 A.= 6 49,569.00 2.31 $ 128,750.65


%A:(*+%- )A) 2/;m 400.00 32.00 $ 12,800.00


a'


97/371


uadril la 4 < 1 + F 5 A.= 2 49,569.00 0.26 $ 381,300.00


%A:(*+%- )A) 3/;m 900.00 $ 32.00 $ 28,800.00


%A a'


98/371


+,a!rilla K1 % $ 18,025.00 2.0% $ 979.09


%A:(*+%- /;m 20.00 32.00 $ 640.00


a'


99/371

+%-%+ - *-A 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2


100/371

+:%-+ - 3000 *( 3 $ 530,429.00 0.04 $ 21,217.16

AD)A( ) $ 1,000.00 4.00 $ 4,000.00

*:))A( )D $ 2,200.00 0.05 $ 110.00


+A) 1 $ 57,739.00 15 $ 3,849.27

+D%-%+( 3 $ 34,614.00 15 $ 6,922.80


%A:(*+%- )/ 200.00 32.00 $ 6,400.00


%A a'


101/371


%-))-:+ %A:)A% 3 $ 35,000.00 1.3 $ 45,500.00


uadril la 2


102/371


+:%-+ 2500 *( 3 $ 511,979.00 0.08 $ 40,958.32

A))A -)-%+(+)AA 2 $ 8,000.00 1.05 $ 8,400.00


uadrilla 3


103/371

D%A+% 1 $ 50,000.00 20 $ 2,500.00


+:%-+ 2500 *( 3 $ 511,979.00 0.1 $ 51,197.90

A))A -)-%+(+)AA 2 $ 8,000.00 1.05 $ 8,400.00

MANO DE OBRA CANT (%) SAL INTEG" (&) REND (') VALOR PARCIAL (%!&"

uadrilla 3


104/371


?-%%A-:A -:+% 1 $ 10,000.00 20 $ 500.00


+%-%+ 1J4 3 $ 354,164.00 0.04 $ 14,166.56

:-%A) - +)+% DA-% $ 6,000.00 0.25 $ 1,500.00


uadrilla 3


105/371


-C*+ - (+)A% 1 $ 50,000.00 2.0 $ 25,000.00

-C*+ *:%A 1 $ 20,000.00 5.03 $ 3,973.18

?-%%A-:A( -:+%-( 1 $ 10,000.00 20 $ 500.00


A:)+ - 1 1/2"1 1/2"3/16" ) $ 8,200.00 4.50 $ 36,900.00

(+)A%A $ 7,500.00 0.40 $ 3,000.00

*:%A A:+%%+(A A)+: $ 51,900.00 0.08 $ 4,152.00

+%:))+( : $ 1,800.00 1.00 $ 1,800.00

*)A:A( A:)AL- 0,200,201/16" : $ 18,000.00 0.25 $ 4,500.00


(+)A+% 1 $ 12,840.00 0.71 $ 18,084.51

uadrilla 2


106/371

A*)+ CUBIERTA

AA orrea metKlica 3 1F1/2" cal. 18


-C*+ - (+)A% 1 $ 50,000.00 5.0 $ 10,000.00

-C*+ *:%A 1 $ 20,000.00 10 $ 2,000.00

?-%%A-:A( -:+%-( 1 $ 10,000.00 20 $ 500.00


+%%-A -A)A ) $ 27,000.00 1 $ 27,000.00

MANO DE OBRA UNIDAD SAL INTEG" (&) REND (') VALOR PARCIAL (%!&"

(+)A+% 1 $ 12,840.00 3.33 $ 3,855.86

uadrilla 2


107/371

*%+-+

A*)+ CUBIERTA

AA eMa termoacu#tica tra!eoidal


A:A+( 2 $ 1,000.00 2.02 $ 988.14


-LA -%+A(A %A*-E+A) 2 $ 36,200.00 1.05 $ 38,010.00

A:?+( - LA+: : $ 500.00 2 $ 1,000.00

MANO DE OBRA UNIDAD SAL INTEG REND (') VALOR PARCIAL (%!&"

uadrilla 4


108/371

*%+-+

A*)+ CUBIERTA

AA ielo ra#o %NA))


A:A+( 2 $ 1,000.00 1.92 $ 1,041.67


-)+ %A(+ )A:A %NA)) 2 $ 19,500.00 1.05 $ 20,475.00

-:%AA+ A):+ 2 $ 13,500.00 1.05 $ 14,175.00


uadrilla 4


109/371


*%+-+

A*)+ PAETE

AA *aOete li#o 1J4, inclue Hilo# #o&re muro#


A:A+( 2 $ 2,000.00 5.0 $ 800.00

?-%%A-:A( -:+%-( 1 $ 10,000.00 52.5 $ 190.48


+%-%+ 1J4 3 $ 354,164.00 0.03 $ 10,624.92


uadrilla 4


110/371


*%+-+

A*)+ PAETE

AA *aOete li#o 1J4, &aMo !laca


A:A+( 2 $ 2,000.00 5.1 $ 784.31

?-%%A-:A( -:+%-( 1 $ 10,000.00 50 $ 200.00


+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 3


111/371


*%+-+

A*)+ CARPINTERIA METALICA Y DE MADERA

AA entilacin en reMa metKlica en celo#ia, cal. 20


?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


)A:A .%.A). 20 2 $ 25,000.00 1.05 $ 26,250.00

A:+%%+(+ D) $ 26,000.00 0.3 $ 7,800.00

A:LA : $ 1,500.00 2 $ 3,000.00

(+)A%A -)-%A $ 4,500.00 0.4 $ 1,800.00

A:)+ 3/4" 1/8" ) $ 3,500.00 4 $ 14,000.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 58,162.46 2 $ 29,081.23


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


112/371



*%+-+


AA entilacin en tu&o cuadrado cal. 20


?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


D+ A%A+ A). 20 ) $ 30,000.00 1.05 $ 31,500.00

A:+%%+(+ D) $ 26,000.00 0.3 $ 7,800.00

(+)A%A -)-%A $ 4,500.00 0.4 $ 1,800.00

A:)+ 3/4" 1/8" ) $ 3,500.00 4 $ 14,000.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 58,162.46 2 $ 29,081.23


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


113/371

u'



*%+-+


AA entana metKlica cal. 20 2,01,20


?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


D+ A%A+ A). 20 ) $ 30,000.00 0.06 $ 1,800.00

D(A%A 3" : $ 1,500.00 1.0 $ 1,500.00

A:+%%+(+ ): $ 26,000.00 0.3 $ 7,800.00

A:LA : $ 1,500.00 1.0 $ 1,500.00

(+)A%A -)-%A $ 4,500.00 0.3 $ 1,350.00

A:)+ 3/4" 1/8" ) $ 3,500.00 3.0 $ 10,500.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28

) $ 4,500.00 5 $ 22,500.00


uadrilla 2 $ 51,762.46 2 $ 25,881.23


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000

CONTRUCCION ESCUELA, ALO-AMIENTO Y RESTAURANTE ESTUDIANTIL EN LA VEREDA ELCAGUI DEL MUNICIPIO DE CANTAGALLO BOLIVAR

A%))A A%AA No. 5


114/371


a'


115/371


a'


116/371

%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


117/371


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


118/371


%A:(*+%- )A) )/;m 500 32 16000

%A:(*+%- A::A) )/;m 5000 0.6 3000


a'


119/371

uadrilla 5 < 2 au= 1 $ 15,772.00 2.5 $ 6,308.80


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.5 2500


a'


120/371


uadrilla 5 < 2 au= 2 $ 15,772.00 5 $ 6,308.80


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.5 2500


a'


121/371

MANO DE OBRA CANT (%) SAL INTEG" REND (') VALOR PARCIAL (%!&"

uadrilla 3


122/371

+%-%+ 1J4 3 $ 354,164.00 0.04 $ 14,166.56


uadrilla 4


123/371


uadrilla 1


124/371

D+ ?%A)+ 1/2" ) $ 2,500.00 1.60 $ 4,000.00

)*A+% * : $ 34,500.00 0.01 $ 345.00

(+)A%A * : $ 26,000.00 0.01 $ 260.00


uadrilla 1


125/371

%-L))A 3" +: (+(+ : $ 12,500.00 1.00 $ 12,500.00

--:+ %( $ 420.00 1.20 $ 504.00


uadrilla 1


126/371


L-+ - :%(A+:-( : $ 33,000.00 1.00 $ 33,000.00

--:+ D)A:+ $ 1,200.00 0.40 $ 480.00


uadrilla 1


127/371


D-%A * - 6" ) $ 39,500.00 1 39,500.00

:+: * - 6" : $ 8,800.00 0.16 1,408.00

(+)A%A )CA 1/4): $ 34,500.00 0.05 1,725.00


uadrilla 2


128/371


D-%A * (A:A%A - 4" ) $ 19,500.00 1 $ 19,500.00

(+)A%A )CA * 1/4): $ 34,500.00 0.02 $ 690.00

:+: (A:A%A 4" : $ 5,500.00 0.16 $ 880.00

++ (A:A%+ 4" : $ 8,200.00 0.2 $ 1,640.00


uadrilla 2


129/371


?-%%A-:A -:+% 1 10000 50 200


D-%A * (A:A%A - 4" ) $ 19,500.00 1 $ 19,500.00

(+)A%A )CA * ):/4 $ 34,500.00 0.01 $ 345.00

:+: (A:A%A 4" : $ 5,500.00 0.16 $ 880.00

++ (A:A%+ 4" : $ 8,200.00 0.2 $ 1,640.00


uadrilla 2


130/371

AA u&eria * #anitaria de 3"


?-%%A-:A -:+% 1 10000 50 200


D-%A * - 3" ) $ 14,167.00 1 14,167.00

:+: * - 3" : $ 4,000.00 0.16 640.00

(+)A%A )CA 1/4): $ 34,500.00 0.05 1,725.00


+,a!rilla K2 1 $ 18,025.00 4.0 $ 4,506.25


%A:(*+%- )/ 300.00 32.00 $ 9,600.00


a'


131/371

*%+-+

A*)+ INSTALACIONES SANITARIAS

AA u&eria * #anitaria de 2"


?-%%A-:A -:+% 1 10000 50 200


D-%A * - 2" ) $ 10,667.00 1 $ 10,667.00

:+: * - 2" : $ 2,800.00 0.16 $ 448.00

(+)A%A )CA 1/4): $ 34,500.00 0.05 $ 1,725.00


+,a!rilla K2 1 $ 18,025.00 % $ 3,605.00


%A:(*+%- )/ 250.00 32.00 $ 8,000.00


a'


132/371


*%+-+


AA *unto #anitario 4"


?-%%A-:A -:+% 1 10000 20 500


++ * (A:. 4" : $ 5,500.00 1 $ 5,500.00

D+ (A:. * 4" ) $ 19,500.00 0.7 $ 13,650.00

(+)A%A )CA 1/4): $ 34,500.00 0.02 $ 690.00


uadrilla 2


133/371


*%+-+




?-%%A-:A -:+% 1 10000 20 500


++ * (A:. 3" : $ 7,500.00 1 $ 7,500.00

D+ (A:. * 3" ) $ 14,167.00 0.7 $ 9,916.90

(+)A%A )CA 1/4): $ 34,500.00 0.03 $ 1,035.00


uadrilla 2


134/371


*%+-+




?-%%A-:A -:+% 1 10000 20 500


++ * (A:. 2" : $ 2,600.00 1 $ 2,600.00

D+ (A:. * 2" ) $ 10,667.00 0.7 $ 7,466.90

(+)A%A )CA 1/4): $ 34,500.00 0.02 $ 690.00


uadrilla 2


135/371



*%+-+


AA *unto agua# luia# 4"


?-%%A-:A -:+% 1 10000 20 500


++ * (A:. 4" : $ 5,500.00 1 $ 5,500.00

D+ AA( ))A( * 4" ) $ 19,500.00 0.6 $ 11,700.00

(+)A%A )CA 1/4): $ 34,500.00 0.02 $ 690.00


uadrilla 2


136/371

u'



*%+-+


AA aMa de in#!eccin de 0,800,80


?-%%A-:A -:+% 1 10000 20 500


%--D+ 3 $ 45,000.00 0.12 $ 5,229.90

+:%-+ 2500 *( 3 $ 511,979.00 0.06 $ 30,718.74

)A%))+ +)-- +: :. $ 520.00 160.00 $ 83,200.00

A-%+ - %--%E+ - 37000 *( 3/8" $ 5,191.00 6.51 $ 33,793.41

A)AD%- :-%+ A). 18 $ 4,000.00 0.07 $ 280.00

+%-%+ 1J4 3 $ 354,164.00 0.10 $ 35,416.40

(A 14 $ 6,750.00 0.10 $ 675.00

--:+ *A%A -(A)A% $ 420.00 0.68 $ 285.60


uadrilla 2


137/371


a'


138/371


a'


139/371


a'


140/371


%A a'


141/371

%A:(*+%- :/ 80.00 32.00 $ 2,560.00


%A a'


142/371


%A:(*+%- )A) :/ 1,000.00 32.00 $ 32,000.00

%A:(*+%- A:A) :/ 7,000.00 0.50 $ 3,500.00


a'


143/371


%A:(*+%- )A) :/ 80.00 32.00 $ 2,560.00


%A a'


144/371

D+ +: * 3/4" ML C 1$200.00 3.00 $ 3,600.00

ALA 4 %+( BH. C 20$000.00 1.00 $ 20,000.00

A+( 15 A*. BH. C 10$000.00 2.00 $ 20,000.00

A)AD%- R 8 ML C 2$-%0.00 2%.00 $ 68,750.00

+:A+% BH. C 120$000.00 1.00 $ 120,000.00

-%:A) * 3/4" BH. C -00.00 4.00 $ 2,800.00


uadrilla 7 $ 536,650.00 3.33 $ 161,156.16


%A:(*+%- )A) )D/ 1,000.00 32.00 $ 32,000.00


%A a'


145/371


*%+-+

A*)+ INSTALACIONES HIDRAULICAS

AA (alida elIctrica lKm!ara #lim 248, inc. )Km!ara


?-%%A-:A -:+% 1 $ 10,000.00 10 $ 1,000.00


D+ +: * 1/2" ML C 2$200.00 3.0% $ 6,710.00

A)AD%- N :o. 12 ML C 1$210.00 6.%0 $ 7,865.00

%A +: * 1/2" Bn. C -00.00 1.00 $ 700.00

A)AD%- -(:+ - +D%- AN :o. ML C 1$-60.00 3.0% $ 5,368.00

ALA 5800 24 BH. C 2$%00.00 1.00 $ 2,500.00

L-+ D+C))A( 1/2" BH. C 1$200.00 1 $ 1,200.00

)A*A%A () 248 BH. C -%$000.00 1.00 $ 75,000.00

:-%%*+% (-:))+ BH. C 3$8%0.00 1.00 $ 3,850.00

CONTRUCCION ESCUELA, ALO-AMIENTO Y RESTAURANTE ESTUDIANTIL EN LA VEREDA ELCAGUI DEL MUNICIPIO DE CANTAGALLO BOLIVAR


146/371


uadrilla 5 $ 103,193.00 1.98 $ 52,117.68


%A:(*+%- )A) :/ 500.00 32.00 $ 16,000.00


%A a'


147/371

L-+ D+C))A( 1/2" BH. C 1$200.00 1 $ 1,200.00

+A +D)- BH. C %$%00.00 1.00 $ 5,500.00


uadrilla 5 $ 33,088.00 1.52 $ 21,768.42


%A:(*+%- )A) :/ 150.00 32.00 $ 4,800.00


%A a'


148/371

L-+ D+C))A( 1/2" BH. C 1$200.00 1 $ 1,200.00

-:)A+% BH. C 1-$%00.00 1.00 $ 197,500.00


uadrilla 5 $ 221,843.00 2.0 $ 110,921.50


%A:(*+%- )A) :/ 500.00 32.00 $ 16,000.00


%A a'


149/371


uadrilla 2


150/371

)LA : $ 1,200.00 0.40 $ 480.00

?:-% : $ 15,000.00 0.03 $ 450.00


uadrilla 2


151/371


*:%A -(A)- ) $ 52,500.00 0.07 $ 3,675.00

)LA : $ 1,200.00 0.40 $ 477.12

?:-% : $ 15,000.00 0.03 $ 450.00


uadrilla 2


152/371


*%A+ 2 $ 3,500.00 1 $ 3,500.00

)+%A - )A %-S: : $ 13,000.00 1 $ 13,000.00


uadrilla 5


153/371




154/371


?-%%A-:A( -:+%-( 1 $ 10,000.00 5 $ 2,000.00


A-%A :+A) M2 C 120$000.00 0.80 $ 96,000.00

?A*A BH. C 2%$000.00 1.00 $ 25,000.00

%*)- M2 C 4%$000.00 2.%0 $ 112,500.00


uadrilla 2 $ 233,500.00 1 $ 116,750.00


%A:(*+%- )A) 2/;m 600 32 19200

%A:(*+%- A::A) 2/;m 5500 0.5 2750


a'


155/371

AA (umini#tro camarote#, inc. olchn, #a&ana# almohada


?-%%A-:A( -:+%-( 1 $ 10,000.00 100 $ 100.00


AA%+-( D+ %-(+ G100 BH C 300$000.00 1.00 $ 300,000.00

+)?+: -(*A -:(A 100G15 BH. C 1-0$000.00 2.00 $ 340,000.00

A)+?AA A:A)-%A(, )AAD)-( BH. C 18$000.00 2.00 $ 36,000.00

L-+ - (ADA:A( BH. C 6%$000.00 2.00 $ 130,000.00


uadrilla 5


156/371

*%+-+

A*)+ VARIOS

AA id de a#eo


157/371


*%+-+

A*)+ ESTRUCTURA

AA iga aerea 0,300,15 concreto 3000 !#i


*A%A) -)-(+*+ 2 $ 1,500.00 2.50 $ 1,200.00

D%A+% 1 $ 50,000.00 50 $ 1,000.00

ecladora 1 $ 45,000.00 12.30 $ 3,658.54

?erramienta enor 1 $ 10,000.00 14.28 $ 700.28

A:A+( 2 $ 2,000.00 3.33 $ 1,201.20


+:%-+ - 3000 *( 3 $ 530,429.00 0.05 $ 23,869.31

AD)A( ) $ 3,667.00 0.30 $ 1,100.10

*:))A( )D $ 3,333.33 0.50 $ 1,666.67

)(+:-( 2"2" ) $ 3,800.00 0.42 $ 1,587.91

MANO DE OBRA UNIDAD SAL INTEG (&) REND (') VALOR PARCIAL (%!&"uadrilla 4 < 1 + F 5 A.= 3 49,569.00 3.42 $ 43,481.58


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


a'


158/371


*%+-+

A*)+ ESTRUCTURA

AA iga canal en concreto 3000 !#i


D%A+% 1 $ 50,000.00 50 $ 1,000.00

ecladora 1 $ 45,000.00 10.80 $ 4,166.67

A:A+( 4 $ 2,000.00 3.33 $ 2,402.40

*A%A) -)-(+*+ 2 $ 1,500.00 2 $ 1,500.00

-%?A( 0.5 $ 1,500.00 2.5 $ 300.00


+:%-+ - 3000 *( 3 $ 530,429.00 0.15 $ 79,564.35

AD)A( ) $ 3,666.67 4.00 $ 14,666.67

)(+:-( - 22 ) $ 3,333.33 2.00 $ 6,666.67

*:))A( )D $ 3,800.00 0.24 $ 926.08

MANO DE OBRA UNIDAD SAL INTEG (&) REND (') VALOR PARCIAL (%!&"

uadrilla 4 < 1 + F 5 A.= 4 49,569.00 2.35 $ 84,372.77


%A:(*+%- )A) )/;m 400.00 32.00 $ 12,800.00


a'


159/371



*%+-+

A*)+ PISOS Y ENCHAPES

AA e#n en granito !ulido


*)+%A 1 $ 50,000.00 6 8,333.33

?-%%A-:A -:+% 1 $ 10,000.00 10 1,000.00

+%A)-A 1 $ 2,000.00 2 1,000.00


%A:+ D)+ $ 18,000.00 0.50 $ 9,000.00

--:+ D)A:+ $ 1,200.00 13.60 $ 16,320.00

)AA+: *)A(A ) $ 1,100.00 0.70 $ 770.00

ortero 1J4 3 $ 354,164.00 0.04 $ 14,166.56

Acero de reHuero de 60000 !#i $ 5,191.00 6.00 $ 31,146.00

+:%-+ 2500 *( 3 $ 511,979.00 0.06 $ 30,718.74


uadrilla 3 2 41,683.00 0.79 105,526.58


%A:(*+%- 2/ 500.00 32.00 $ 16,000.00


a'


160/371



*%+-+

A*)+ CUBIERTA

AA a&allete


A:A+( 2 $ 1,000.00 2.0 $ 1,000.00


ADA))-- -%+A(+ l $ 22,000.00 1 $ 22,000.00

A:?+( - LA+: : $ 500.00 2 $ 1,000.00


uadrilla 2


161/371



*%+-+


AA entana en tu&o cuadrado ti!o &anco de 1" 1,501,30


?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


%-LA -: D+ A%A+ *+ DA:+ ) $ 30,000.00 1.05 $ 31,500.00

A:+%%+(+ D) $ 26,000.00 0.15 $ 3,900.00

(+)A%A -)-%A $ 4,500.00 0.45 $ 2,025.00

A:LA : $ 1,500.00 2 $ 3,000.00

D(A%A 3" : $ 1,500.00 1.5 $ 2,250.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 49,758.00 2 $ 24,879.00


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 3000 1 3000


a'


162/371

i'

u'



*%+-+

A*)+ ENCHAPE Y APARATOS SANITARIOS

AA (um. - in#t. laamano# &lanco

EQUIPOS Y HERRAMIENTAS CANT (a) TARIFA DIA (b) REND (.)

?-%%A-:A( -:+%-( 1 10000 50 $ 200.00


)AAA:+( D)A:+ : $ 190,000.00 1.00 $ 190,000.00

--:+ D)A:+ $ 1,200.00 0.60 $ 720.00


uadrilla 1


163/371

a'


164/371


a'


165/371


%A:(*+%- )A) :/ 1,200.00 32.00 $ 38,400.00

%A:(*+%- A:A) :/ 3,500.00 1.00 $ 3,500.00


a'


166/371

%A:(*+%- A::A) :/ 300 50 15000


a'


167/371

%A:(*+%- )A) :/ 1200 32 38400

%A:(*+%- A::A) :/ 500 50 25000


a'


168/371


%A:(*+%- )A) :/ 1200 32 38400

%A:(*+%- A::A) :/ 500 50 25000


a'


169/371


%A:(*+%- )A) :/ 1500 32 48000

%A:(*+%- A::A) :/ 500 50 25000


a'


170/371

MANO DE OBRA UNIDAD SAL INTEG"(&) REND (') VALOR PARCIAL (%!&"

uadrilla 3


171/371


uadrilla 4 < 1 + F 5 A.= 3 49,569.00 3.10 $ 47,970.00


%A:(*+%- )A) )/;m 300.00 32.00 $ 9,600.00


%A a'


172/371

)(+:-( 2"2" ) $ 3,800.00 0.20 $ 760.00

+%-%+ - *-A 3 $ 354,164.00 0.005 $ 1,770.82

MANO DE OBRA UNIDAD SAL INTEG"(&) REND (') VALOR PARCIAL (%!&"

uadrilla 3 2 41,683.00 4.50 18,525.78


%A:(*+%- )/ 200.00 32.00 $ 6,400.00


%A a'


173/371

--:+ D)A:+ $ 1,200.00 0.95 $ 1,140.00

MANO DE OBRA UNIDAD SAL INTEG" (&) REND (') VALOR PARCIAL (%!&"

uadrilla 3


174/371

)A-(A -%+A(A l $ 24,000.00 1 $ 24,000.00

A:?+( - LA+: : $ 500.00 2 $ 1,000.00


uadrilla 2


175/371


)A:A .%.A). 20 2 $ 25,000.00 1.38 $ 34,500.00

D(A%A 3" : $ 1,500.00 1.5 $ 2,250.00

A:+%%+(+ ): $ 26,000.00 0.2 $ 5,200.00

(+)A%A -)-%A $ 4,500.00 0.6 $ 2,700.00

-%%A%A :A-% $ 35,000.00 0.8 $ 28,000.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 78,433.28 2 $ 39,216.64


%A:(*+%- )A) 2/;m $ 500.00 32 $ 16,000.00

%A:(*+%- A::A) 2/;m $ 5,500.00 0.8 $ 4,400.00


a'


176/371


D+ A%A+ A). 20 ) $ 30,000.00 0.08 $ 2,400.00

D(A%A 3" : $ 1,500.00 1.5 $ 2,250.00

A:+%%+(+ ): $ 26,000.00 0.4 $ 10,400.00

A:LA : $ 1,500.00 1.0 $ 1,500.00

(+)A%A -)-%A $ 4,500.00 0.7 $ 3,150.00

A:)+ 3/4" 1/8" ) $ 3,500.00 3.0 $ 10,500.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28

) $ 4,500.00 5.3 $ 23,850.00


uadrilla 2 $ 61,133.28 2 $ 30,566.64


%A:(*+%- )A) 2/;m $ 500.00 32 $ 16,000.00

%A:(*+%- A::A) 2/;m $ 5,000.00 0.6 $ 3,000.00


a'


177/371


BHD C 2%0$000.00 1.00 $ 250,000.00

BHD C 60$000.00 8.00 $ 480,000.00


uadrilla 2


178/371


?-%%A-:A( -:+%-( 1 $ 10,000.00 50 $ 200.00


BHD C -00$000.00 1.00 $ 700,000.00



179/371


?-%%A-:A( -:+%-( 1 $ 10,000.00 5 $ 2,000.00


BHD C 1$3%0$000.00 20.00 $ 27,000,000.00

BHD C %$000$000.00 1.00 $ 5,000,000.00

%ac; o a&inete BHD C 2%0$000.00 1.00 $ 250,000.00

*atch *anel 24 !uerto# ategoria 6. BHD C 280$000.00 1.00 $ 280,000.00

(Uitch 24 *uerto# BHD C 280$000.00 1.00 $ 280,000.00

BHD C 4$000$000.00 1.00 $ 4,000,000.00


uadrilla 5 $ 36,810,000.00 4.0 $ 9,202,500.00


%A:(*+%- )A) )D/ 40000 32 1280000

%A:(*+%- -%%-(%- )D/ 2800 150 420000

om!utador con !roce#ador ntel Cuadore 2,5, i#co uro de 500 D, onitor(am#ung de 18.5 !ulgada#, memoria %Ade 4D, Quemador de lector multitarMeta, diadema, camara, teclado, mou#e !arlante#

(eridor -)) *oUer-dge 310 con*roce#ador ntelV eonV 3440, 2.4 ?,8 ache, ur&o, (i#tema +!eratioicro#oHtV (mall Du#ine## (erer 2008(*2,(tandard -d U/edia, (*:, emoria de4D


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a'


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AA *uerta metKlica cal. 20 0,802,20 inc.marco


?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


)A:A .%.A). 20 2 $ 25,000.00 1.05 $ 26,250.00

D(A%A 3" : $ 1,500.00 1.3 $ 1,950.00

A:+%%+(+ ): $ 26,000.00 0.2 $ 5,200.00

(+)A%A -)-%A $ 4,500.00 0.5 $ 2,250.00

-%%A%A :A-% $ 35,000.00 1.0 $ 35,000.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 77,733.28 2 $ 38,866.64


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


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*%+-+




?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


)A:A .%.A). 20 2 $ 25,000.00 1.05 $ 26,250.00

D(A%A 3" : $ 1,500.00 1.2 $ 1,800.00

A:+%%+(+ ): $ 26,000.00 0.15 $ 3,900.00

(+)A%A -)-%A $ 4,500.00 0.45 $ 2,025.00

-%%A%A :A-% $ 35,000.00 1.0 $ 35,000.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 76,058.28 2 $ 38,029.14


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


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*%+-+

A*)+ ENCHAPE Y APARATOS SANITARIOS

AA (umini#tro e in#t. laa!lato#

EQUIPOS Y HERRAMIENTAS CANT (a) TARIFA DIA (b) REND (.)

?-%%A-:A( -:+%-( 1 10000 30 $ 333.33


: $ 75,000.00 1.00 $ 75,000.00:*)- 1/22 1/2 : $ 650.00 2.00 $ 1,300.00

(-))A+% ) $ 15,000.00 0.01 $ 150.00


uadrilla 1


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*%+-+




?-%%A-:A( -:+%-( 1 $ 10,000.00 12.5 $ 800.00


)A:A .%.A). 20 2 $ 25,000.00 1.05 $ 26,250.00

D(A%A 3" : $ 1,500.00 1.0 $ 1,500.00

A:+%%+(+ ): $ 26,000.00 0.15 $ 3,900.00

(+)A%A -)-%A $ 4,500.00 0.4 $ 1,800.00

-%%A%A :A-% $ 35,000.00 1.0 $ 35,000.00

+%-%+ 1J4 3 $ 354,164.00 0.02 $ 7,083.28


uadrilla 2 $ 75,533.28 2 $ 37,766.64


%A:(*+%- )A) 2/;m 500 32 16000

%A:(*+%- A::A) 2/;m 5000 0.6 3000


a'


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*%+-+

A*)+ VARIOS

AA (umini#tro e#critorio ti!o !roHe#or inc. (illa


?-%%A-:A( -:+%-( 1 $ 10,000.00 50 $ 200.00


BHD C 384$000.00 1.00 $ 384,000.00

())A :-%)++%A BHD C 122$000.00 1.00 $ 122,000.00


uadrilla 2


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*%+-+

A*)+ PRELIMINARES

AA emolicin muro, inc. %etiro de e#com&ro#


?-%%A-:A -:+% 1 $ 10,000.00 10 $ 1,000.00

A%%-)A 1 $ 3,000.00 1.62 $ 1,851.85

+)C-A 153 1 $ 60,000.00 12.1 $ 4,958.68



uadrilla 5


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*%+-+

A*)+ PRELIMINARES

AA emolicin !laca de !i#o, inc. %etiro de e#com&ro#


?-%%A-:A -:+% 1 $ 10,000.00 10 $ 1,000.00

A%%-)A 1 $ 3,000.00 1.82 $ 1,648.35

+)C-A 153 1 $ 60,000.00 12.1 $ 4,958.68



uadrilla 5

7/25/2019 Propuesta Precios

Documents

Propuesta Precios Maestros 2