Balance Inicial 5 AULAS

29
PROVINCIA SAN PEDRO DE TOTORA PLANILLA DE COMPUTOS METRICOS SUPERVISOR DE OBRA H. A. M. DE SAN PEDRO DE TOTORA ORURO - BOLIVIA UBICACIÓN: Totora-Culta-Sora MORU 1010 AULAS RECTANGULARES TOTORA ITEM DESCRIPCIÓN UNIDAD CANTIDAD LARGO ANCHO ALTO VOLUMEN PARCIAL 02AC001 Excavación de 0-2 M suelo semiduro M3 Eje de A 1---5 2 16.80 0.40 0.50 6.72 Eje de 1 A---B 3 5.15 0.40 0.50 3.09 Eje de 2 A---B` 2 0.42 0.40 0.50 0.17 09AB001 Cimiento de Hormigon Ciclopeo FC= 180 kg/cm2 M3 Eje de A 1---5 2 16.80 0.40 0.50 6.72 Eje de 1 A---B 3 5.15 0.40 0.50 3.09 Eje de 2 A---B` 2 0.42 0.40 0.50 0.17 09BB001 Sobrecimiento de Hormigon Ciclopeo FC=210 kg/cm2 M3 2 16.45 0.15 0.35 1.73 3 5.50 0.15 0.35 0.87 2 0.42 0.15 0.35 0.04 -2 1.00 0.15 0.35 -0.11 10AD013 Muro de Ladrillo 6H e=0,12 Ladrillo TH6A M2 1 5.50 2.00 11.00 14AA001 Botaguas de Hormigon Armado (Seccion: 25 x 5 ML 8 1.70 13.60 14CA003 Cordon de Acera de Hormigon (0,20 x 0,40 cm) ML Eje A 1-2 1 18.20 18.20 Eje A 2-3 2 5.80 11.60 Eje 1 A-B 2 0.70 1.40 14EA001 Cielo Falso Horizontal (Incluye Maderamen) M2 2 8.00 5.50 88.00 15CA001 Cumbre de Calamina Plana ML Eje A 1-3 1 17.05 17.05 16CC001 Piso de Ceramica Esmaltada M2 2 8.00 5.50 88.00 17AB001 Pintura Interior - Latex M2 4 8.00 2.50 80.00 4 5.50 2.50 55.00 2 8.00 5.50 88.00 2 17.05 0.40 13.64 2 6.40 0.40 5.12 -2 1.00 2.20 -4.40 -8 1.50 1.20 -14.40 CALCULISTA: Superv PRIMERA SECCION MUNICIPAL REVISADO: Fiscal OBRA: Construc. Aulas Multig. FECHA: 10-05-2009 HOJA No: 1 DE: 4

Transcript of Balance Inicial 5 AULAS

PROVINCIA SAN PEDRO DE TOTORA PLANILLA DE COMPUTOS METRICOS

SUPERVISOR DE OBRA

H. A. M. DE SAN PEDRO DE TOTORA

ORURO - BOLIVIA UBICACIÓN: Totora-Culta-Sora

MORU 1010 AULAS RECTANGULARES TOTORA

ITEM DESCRIPCIÓN UNIDAD CANTIDAD LARGO ANCHO ALTO VOLUMEN VOLUMEN

PARCIAL TOTAL

02AC001 Excavación de 0-2 M suelo semiduro M3Eje de A 1---5 2 16.80 0.40 0.50 6.72Eje de 1 A---B 3 5.15 0.40 0.50 3.09Eje de 2 A---B` 2 0.42 0.40 0.50 0.17

9.98

09AB001 Cimiento de Hormigon Ciclopeo FC= 180 kg/cm2 M3Eje de A 1---5 2 16.80 0.40 0.50 6.72Eje de 1 A---B 3 5.15 0.40 0.50 3.09Eje de 2 A---B` 2 0.42 0.40 0.50 0.17

9.98

09BB001 Sobrecimiento de Hormigon Ciclopeo FC=210 kg M32 16.45 0.15 0.35 1.733 5.50 0.15 0.35 0.872 0.42 0.15 0.35 0.04-2 1.00 0.15 0.35 -0.11

2.53

10AD013 Muro de Ladrillo 6H e=0,12 Ladrillo TH6A M21 5.50 2.00 11.00

11.00

14AA001 Botaguas de Hormigon Armado (Seccion: 25 x 5 ML8 1.70 13.60

13.60

14CA003 Cordon de Acera de Hormigon (0,20 x 0,40 cm) MLEje A 1-2 1 18.20 18.20Eje A 2-3 2 5.80 11.60Eje 1 A-B 2 0.70 1.40

31.20

14EA001 Cielo Falso Horizontal (Incluye Maderamen) M22 8.00 5.50 88.00

88.00

15CA001 Cumbre de Calamina Plana MLEje A 1-3 1 17.05 17.05

17.05

16CC001 Piso de Ceramica Esmaltada M22 8.00 5.50 88.00

88.00

17AB001 Pintura Interior - Latex M24 8.00 2.50 80.004 5.50 2.50 55.002 8.00 5.50 88.002 17.05 0.40 13.642 6.40 0.40 5.12-2 1.00 2.20 -4.40-8 1.50 1.20 -14.40

222.96

CALCULISTA: Supervisor

PRIMERA SECCION MUNICIPAL REVISADO: Fiscal

OBRA: Construc. Aulas Multig. FECHA: 10-05-2009

HOJA No: 1 DE: 4

17AB002 Pintura Exterior - Latex M22 16.45 0.70 23.032 5.80 0.70 8.12-2 1.00 0.40 -0.80

30.35

17AB004 Pintura Ceramica Para Muros de Ladrillo M22 16.45 2.00 65.802 5.50 2.00 22.00-2 1.00 2.00 -4.00-8 1.50 1.20 -14.401 5.80 0.90 5.22

74.62

17BB001 Barnizado con Barniz Copal M24 1.00 2.20 8.80

8.8017DA001 Pintura Anticorrosiva Cubierta Calamina M2

2 17.05 3.20 109.122 17.05 0.25 8.532 17.05 0.15 5.124 2.70 0.25 2.708 2.70 0.10 2.16

127.62

20AD001 Piso Cemento Frotachado Aceras (Incluye M21 18.20 0.70 12.74

2 5.80 0.70 8.12

20.86

22CC002 Zocalo de Ceramica Esmaltada ML4 8.00 32.004 5.50 22.004 0.42 1.68-2 1.00 -2.00

53.68

25AA002 Canaletas y Bajantes de Calamina Plana Nº28 ML2 17.05 34.104 2.7 10.80

44.90

52BB002 Prov. Y Colocacion Tablero de Distribucion PZA2 2.00

2.00

52CA002 Iluminacion Fluorecente (Incluye Luminarias) PNT6 6.00

6.00

90AB002 Letrero Muro de Adobe 2.50x2.00x0.30 (Cimiento GLB1 1.00

1.00

93BB100 Piso de Cemento mas Ampedrado M22 8.00 5.50 88.00

88.00

93DB007 Acometida Electrica GLB1 1.00

1.00

93DB093 Prov. E Inst. Toma Corriente Doble PNT4 4.00

4.00

93DC040 Alero M22 17.05 0.40 13.64

2 6.40 0.40 5.12

18.76

93DC219 Revoque Interior de Yeso M24 8.00 2.50 80.00

4 5.50 2.50 55.00

-2 1.00 2.20 -4.40

-8 1.50 1.20 -14.40

116.20

93DC239 Placa de entrega de Obras PZA1 1.00

1.00

93DC265 Ventana de Madera Cedro (2"x3") M28 1.50 1.20 14.40

14.4093DC266 Puerta Madera Cedro (Tablero) 3"x2" M2

2 1.00 2.20 4.40

4.40

93DC290 Prov. Y Coloc. De Vidrios Dobles (E=3MM) M28 1.50 1.20 14.40

14.40

93DC302 Prov. Y Coloc. De Rejas de Proteccion (Según Di M28 1.50 1.20 14.40

14.40

93DC308 Muro de Ladrillo 18 Huecos E=0.12 - 1 Cara Vist M22 16.45 2.00 65.80

2 5.50 2.00 22.00

2 0.42 2.00 1.68

-2 1.00 2.20 -4.40

-8 1.50 1.20 -14.40

1 5.80 0.90 5.22

75.90

93DC309 Revoque Exterior de Cemento M22 16.45 0.70 23.03

2 5.80 0.70 8.12

-2 1.00 0.40 -0.80

30.35

93DC316 Viga de Encadenado de H°A° (0.15 x0.30) M32 16.45 0.15 0.30 1.48

3 5.50 0.15 0.30 0.74

2.22

93DC320 Cubierta Calamina #28 Estr. Met. Perfil Costaner M22 17.05 3.20 109.12

109.12

93DC329 Columnas de Ladrillo 18 H-E=0.12 1 Cara Vista ML10 2.4 24.00

24.00

93DC711 Replanteo y Trazado M21 16.80 6.15 103.32

103.32

93DD057 Instalacion de Faenas GLB

1 1.001.00

93DD059 Limpieza General M21 16.80 6.15 103.32

103.32

96DC075 Impermeabilizacion Sobrecimientos M2

2 16.45 0.15 4.943 5.5 0.15 2.482 0.42 0.15 0.13-2 1 0.15 -0.30

7.24

PROVINCIA SAN PEDRO DE TOTORA PLANILLA DE COMPUTOS METRICOS

SUPERVISOR DE OBRA

H. A. M. DE SAN PEDRO DE TOTORAORURO - BOLIVIA UBICACIÓN: Totora-Culta-Sora

MORU 1010 AULAS RECTANGULARES SORA SORA

ITEM DESCRIPCIÓN UNIDAD CANTIDAD LARGO ANCHO ALTO

02AC001 Excavación de 0-2 M suelo semiduro M32 14.20 0.50 0.501 5.25 0.50 0.502 7.75 0.50 0.50

09AB001 Cimiento de Hormigon Ciclopeo FC= 180 kg/cm2 M32 14.20 0.50 0.501 5.25 0.50 0.502 7.75 0.50 0.50

09BB001 Sobrecimiento de Hormigon Ciclopeo FC=210 kg M32 13.80 0.15 0.351 5.50 0.15 0.352 7.90 0.15 0.35-2 1.00 0.15 0.35

10AD013 Muro de Ladrillo 6H e=0,12 Ladrillo TH6A M21 5.40 2.00

14AA001 Botaguas de Hormigon Armado (Seccion: 25 x 5 ML7 1.50

14CA003 Cordon de Acera de Hormigon (0,20 x 0,40 cm) MLEje A 1-2 1 6.80Eje A 2-3 1 8.15

1 2.50Eje 1 A-B 1 6.80

2 1.00

14EA001 Cielo Falso Horizontal (Incluye Maderamen) M21 8.00 5.501 8.00 5.50

15CA001 Cumbre de Calamina Plana MLEje A 1-3 1 11.40

1 5.65

16CC001 Piso de Ceramica Esmaltada M21 8.00 5.501 8.00 5.50

CALCULISTA:

PRIMERA SECCION MUNICIPAL REVISADO:

OBRA: Construc. Aulas Multig. FECHA: 10

HOJA No: 1 DE: 4

17AB001 Pintura Interior - Latex M24 8.00 2.504 5.50 2.502 8.00 5.502 14.55 0.402 8.90 0.40-2 1.00 2.20-7 1.50 1.20

17AB002 Pintura Exterior - Latex M22 13.80 0.702 7.90 0.70

Puerta -2 1.00 0.40

17AB004 Pintura Ceramica Para Muros de Ladrillo M22 13.80 2.002 7.90 2.00-2 1.00 2.00-7 1.50 1.201 5.80 0.90

17BB001 Barnizado con Barniz Copal M24 1.00 2.20

17DA001 Pintura Anticorrosiva Cubierta Calamina M21 14.55 6.401 6.40 2.502 14.55 0.252 14.55 0.154 2.70 0.258 2.70 0.10

20AD001 Piso Cemento Frotachado Aceras (Incluye M21 6.80 1.001 8.15 1.001 2.50 1.001 5.80 1.00

22CC002 Zocalo de Ceramica Esmaltada ML4 8.004 5.50-2 1.00

25AA002 Canaletas y Bajantes de Calamina Plana Nº28 ML2 15.032 9.834 2.7

52BB002 Prov. Y Colocacion Tablero de Distribucion PZA2

52CA002 Iluminacion Fluorecente (Incluye Luminarias) PNT6

90AB002 Letrero Muro de Adobe 2.50x2.00x0.30 (Cimient GLB1

93BB100 Piso de Cemento mas Ampedrado M21 8.00 5.50

1 8.00 5.50

93DB007 Acometida Electrica GLB1

93DB093 Prov. E Inst. Toma Corriente Doble PNT4

93DC040 Alero M22 14.55 0.402 8.90 0.40

93DC219 Revoque Interior de Yeso M24 8.00 2.504 5.50 2.50-2 1.00 2.20-7 1.50 1.20

93DC239 Placa de entrega de Obras PZA1

93DC265 Ventana de Madera Cedro (2"x3") M27 1.50 1.20

93DC266 Puerta Madera Cedro (Tablero) 3"x2" M22 1.00 2.20

93DC290 Prov. Y Coloc. De Vidrios Dobles (E=3MM) M27 1.50 1.20

93DC302 Prov. Y Coloc. De Rejas de Proteccion (Según Di M27 1.50 1.20

93DC308 Muro de Ladrillo 18 Huecos E=0.12 - 1 Cara Vista M22 13.80 2.051 5.50 2.051 7.90 2.051 2.35 2.05-2 1.00 2.20-7 1.50 1.201 5.80 0.90

93DC309 Revoque Exterior de Cemento M22 13.80 0.70

2 7.90 0.70-2 1.00 0.40

93DC316 Viga de Encadenado de H°A° (0.15 x0.30) M32 13.80 0.15 0.301 5.50 0.15 0.302 7.90 0.15 0.30

93DC320 Cubierta Calamina #28 Estr. Met. Perfil Costaner M21 14.55 6.401 2.50 6.40

93DC329 Columnas de Ladrillo 18 H-E=0.12 1 Cara Vista ML10 2.4

93DC711 Replanteo y Trazado M21 14.20 6.051 5.25 2.50

93DD057 Instalacion de Faenas GLB1

93DD059 Limpieza General M21 14.20 6.051 5.25 2.50

96DC075 Impermeabilizacion Sobrecimientos M2

2 13.80 0.151 5.50 0.152 7.90 0.15-2 1.00 0.15

MORU 1010 AULAS RECTANGULARES SORA SORA

VOLUMEN VOLUMEN

PARCIAL TOTAL

7.101.313.88

12.29

7.101.313.88

12.29

1.450.290.83-0.11

2.46

10.8010.80

10.5010.50

6.808.152.506.802.00

26.25

44.0044.00

88.00

11.405.65

17.05

44.0044.00

88.00

CALCULISTA: Supervisor

REVISADO: Fiscal

FECHA: 10-05-2009

HOJA No: 1 DE: 4

80.0055.0088.0011.647.12-4.40

-12.60224.76

19.3211.06-0.80

29.58

55.2031.60-4.00

-12.605.22

75.42

8.808.80

93.1216.007.284.372.702.16

125.62

6.80

8.15

2.50

5.80

23.25

32.0022.00-2.00

52.00

30.0619.6610.80

60.52

2.002.00

6.006.00

1.001.00

44.00

44.00

88.00

1.001.00

4.004.00

11.64

7.12

18.76

80.00

55.00

-4.40

-12.60

118.00

1.00

1.00

12.60

12.60

4.40

4.40

12.60

12.60

12.60

12.60

56.58

11.27

16.20

4.82

-4.40

-12.60

5.22

77.09

19.32

11.06

-0.80

29.58

1.24

0.25

0.71

2.20

93.12

16.00

109.12

24.0024.00

85.9113.13

99.04

1.001.00

85.9113.13

99.04

4.140.832.37-0.30

7.04

PROVINCIA LADISLAO CABRERA BALANCE INICIAL

SEGUNDA SECCION MUNICIPALG. A. M. DE PAMPA AULLAGAS

ORURO - BOLIVIA UBICACIÓN:Pampa Aullagas

ITEM DESCRIPCIÓN UNIDADVOLUMENES PROGRAMADOS VOLUMENES REALES DE OBRA

Bs. Bs. Bs. Avance

MORU 1010 AULAS RECTANGULARES TOTORA

1 INSTALACION DE FAENAS m² 1 1,176.67 1,176.67 1.00 1,176.67 100.00%

2 REPLANTEO Y TRAZADO m² 255 9.16 2,335.80 251.32 2,302.09 98.56%

3 EXCAVACION (0-2 M.) S. SEMIDURO m³ 22.64 55.89 1,265.35 22.62 1,264.50 99.93%

4 CIMIENTO DE HORMIGON CICLOPEO m³ 22.64 580.66 13,146.14 22.62 13,137.36 99.93%

5 SOBRECIMIENTOS DE Hº Cº m³ 5.28 833.96 4,403.31 3.81 3,174.99 72.10%

6 IMPERMEABILIZACION DE SOBRECIMIENTOS m² 17.59 25.11 441.68 10.72 269.12 60.93%

7 MURO LADRILLO GAMBOTE 18 H (12 CM.) VIS m² 250.96 266.65 66,918.48 233.40 62,235.02 93.00%

8 MURO LADRILLO 6 HUECOS (12 CM.) m² 30.94 173.27 5,360.97 41.16 7,131.79 133.03%

9 VIGAS DE Hº Aº m³ 4.65 3,341.13 15,536.25 6.81 22,741.07 146.37%

10 CIELO FALSO DE YESO MAS MADERAMEN m² 220 187.26 41,197.20 199.64 37,384.59 90.75%

11 CUBIERTA DE CALAMINA GALVANIZADA # 28 m² 268.15 265.8 71,274.27 293.94 78,129.25 109.62%

12 CUMBRERA DE CALAMINA PLANA m 42.88 68.51 2,937.71 0.00 0.00 0.00%

13 CANALETA Y BAJANES DE CAL. PLANA N°28 m 103.63 146.35 15,166.25 41.40 6,058.89 39.95%

14 REVOQUE INTERIOR DE YESO m² 208.25 81.78 17,030.69 371.20 30,356.74 178.25%

15 ZOCALO EXTERIOR ENLUCIDO m² 141.9 78.69 11,166.11 47.30 3,722.04 33.33%

16 CONTRAPISO DE CEMENTO + EMPEDRADO m² 220 138.48 30,465.60 229.60 31,795.01 104.36%

17 PISO DE CERAMICA NACIONAL m² 220 240.03 52,806.60 229.60 55,110.89 104.36%

18 PINTURA INTERIOR LATEX m² 283.8 22.65 6,428.07 600.80 13,608.12 211.70%

19 PINTURA AL OLEO BRILLANTE m² 141.9 38.3 5,434.77 47.30 1,811.59 33.33%

20 ALERO m² 118.75 188.13 22,340.44 41.20 7,750.96 34.69%

21 PUERTA MADERA ROBLE TABLERO (2*4)+Q m² 10.58 1,322.63 13,993.43 12.83 16,962.73 121.22%

22 VENTANA MADERA ROBLE (2*3)+QUINCALLERm² 21.25 586.82 12,469.93 25.13 14,743.85 118.24%

23 VIDRIO DOBLE (3 MM.) m² 21.25 129.34 2,748.48 25.13 3,249.67 118.24%

24 PINTURA AL ACEITE S/CARP. DE MADERA m² 21.25 63.39 1,347.04 36.76 2,330.37 173.00%

25 PINTURA EXTERIOR LATEX m² 310.98 34.19 10,632.41 320.71 10,965.21 103.13%

26 ACERAS DE CEMENTO + SOLADO DE PIEDRAm² 165.5 210.38 34,817.89 48.30 10,161.35 29.18%

27 BOTAGUAS DE Hº Aº m 26 115.29 2,997.54 13.90 1,602.53 53.46%

28 REJAS METALICAS m² 21.25 183.88 3,907.45 28.34 5,211.34 133.37%

29 ILUMINACION FLUORECENTE 2 X 40W pto 10 585.71 5,857.10 10.00 5,857.10 100.00%

30 TOMA CORRIENTE DOBLE pto 10 291.63 2,916.30 10.00 2,916.30 100.00%

31 PIZARRON ACRILICO m² 5 1,031.13 5,155.65 5.00 5,155.65 100.00%

32 PINTURA ANTICORROSIVA PARA CUBIERTAS m² 268.15 20.69 5,548.02 285.65 5,910.00 106.52%

33 LIMPIEZA GENERAL DE LA OBRA m² 1 776.31 776.31 1.00 776.31 100.00%

OBRA: Const. CINCO Aula Colegio Pampa Aullagas

TOTAL MODULO 489,999.88 465,003.09

1 RRELLENO COMPACTADO m³ 96 108.50 10,416.00 100.00

2 MURO LADRILLO VISTO m² 266.65 47.52 12,671.21 100.00

3 COLUMNAS H°A° m³ 2,315.96 0.67 1,556.04 100.00

ZAPATAS DE H° A° m³ 1,998.83 0.88 1,762.97 100.00

4 SOBRECIMIENTO H°C° 833.96 1.78 1,486.12 100.00

5 DEMOLICION MURO DE ADOBE m² 63.82 47.52 3,032.73 100.0030,925.05

TOTAL MODULO 495,928.14

COMPUTOS METRICOSOBRA:Proyecto: Const. Cinco Aulas Colegio Pampa Aullagas

P L A N I L L A D E A V A N C E D E O B R A N º 1

PROYECTO: FPS - 04 -00001381 AMPLIACION Y EQUIPAMIENTO CENTRO DE SALUD PARIA (SORACACHI)

EJECUTOR: EMPRESA CONSTRUCTORA: S I P C O N S.R.L.

DESCRIPCCION

AVANCE DE OBRAMONTO DE ACUMULADO AVANCE AVANCE % DE DIFERENCIACONTRATO ANTERIOR ACTUAL ACUMULADO AVANCE

Bs. Bs. Bs. Bs. Bs.

PLANILLA Nº 1 490,030.07 - #REF! #REF! #REF! #REF!

TOTAL Bs. 490,030.07 - #REF! #REF! #REF! #REF!

AVANCE DE OBRA Nº1 Bs. #REF!DESCUENTO POR ANTICIPO 20 % Bs. #REF!TOTAL IMPORTE Bs. #REF!

Son: Sesenta Cuatro Mil Ciento Cincuenta con 27/100

Elaborado por: Aprobado por : Vº Bº

DIRECTOR DE OBRA SUPERVISOR DE OBRA FISCAL DE OBRACONSTRUCTORA RED BOLIVIANA SRL H.A.M. de SAN PEDRO DE TOTORA

ITEM DESCRIPCIÓN UNIDAD

VOLUMENES PROGRAMADOS

PROYECTOP.U. TOTAL

Bs. Bs.

MORU 1010 AULAS RECTANGULARES TOTORA

02AC001 Excavación de 0-2 M suelo semiduro M3 9.98 76.54 763.8709AB001 Cimiento de Hormigon Ciclopeo FC= 180 kg/cm2 M3 9.98 547.33 5,462.3509BB001 Sobrecimiento de Hormigon Ciclopeo FC=210 kg/cm2 M3 2.03 724.12 1,469.9610AD013 Muro de Ladrillo 6H e=0,12 Ladrillo TH6A M2 11.13 84.14 936.4814AA001 Botaguas de Hormigon Armado (Seccion: 25 x 5 cm) ML 9.60 141.30 1,356.4814CA003 Cordon de Acera de Hormigon (0,20 x 0,40 cm) ML 52.50 117.82 6,185.5514EA001 Cielo Falso Horizontal (Incluye Maderamen) M2 88.00 191.14 16,820.3215CA001 Cumbre de Calamina Plana ML 28.65 80.04 2,293.1516CC001 Piso de Ceramica Esmaltada M2 88.00 202.54 17,823.5217AB001 Pintura Interior - Latex M2 219.62 12.33 2,707.9117AB002 Pintura Exterior - Latex M2 24.87 11.12 276.5517AB004 Pintura Ceramica Para Muros de Ladrillo M2 72.43 26.76 1,938.2317BB001 Barnizado con Barniz Copal M2 13.80 33.22 458.4417DA001 Pintura Anticorrosiva Cubierta Calamina Galvanizada M2 127.96 19.89 2,545.1220AD001 Piso Cemento Frotachado Aceras (Incluye Contrapiso M2 50.10 91.26 4,572.1322CC002 Zocalo de Ceramica Esmaltada ML 54.58 51.16 2,792.3125AA002 Canaletas y Bajantes de Calamina Plana Nº28 ML 55.80 93.74 5,230.6926EA004 Quincalleria GLB 1.00 241.99 241.9946BB001 Pizarron Carton Elonite (2.44 x 1.22 m) PZA 4.00 758.40 3,033.6052BB002 Prov. Y Colocacion Tablero de Distribucion PZA 2.00 179.70 359.4052CA002 Iluminacion Fluorecente (Incluye Luminarias) PNT 6.00 135.42 812.5290AB002 Letrero Muro de Adobe 2.50x2.00x0.30 (Cimientos) GLB 1.00 2,003.77 2,003.7793BB100 Piso de Cemento mas Ampedrado M2 88.00 109.42 9,628.9693DB007 Acometida Electrica GLB 1.00 38.16 38.1693DB093 Prov. E Inst. Toma Corriente Doble PNT 4.00 65.66 262.6493DC040 Alero M2 14.31 95.47 1,366.1893DC219 Revoque Interior de Yeso M2 131.62 70.98 9,342.3993DC239 Placa de entrega de Obras PZA 1.00 581.63 581.6393DC265 Ventana de Madera Cedro (2"x3") M2 9.60 493.47 4,737.3193DC266 Puerta Madera Cedro (Tablero) 3"x2" M2 4.20 1,037.72 4,358.4293DC290 Prov. Y Coloc. De Vidrios Dobles (E=3MM) M2 9.60 83.53 801.8993DC302 Prov. Y Coloc. De Rejas de Proteccion (Según Diseño) M2 11.52 98.58 1,135.6493DC308 Muro de Ladrillo 18 Huecos E=0.12 - 1 Cara Vista M2 74.06 104.06 7,706.6893DC309 Revoque Exterior de Cemento M2 24.87 143.60 3,571.3393DC316 Viga de Encadenado de H°A° (0.15 x0.30) M3 2.26 2,335.28 5,277.7393DC320 Cubierta Calamina #28 Estr. Met. Perfil Costanera M2 111.10 233.95 25,991.8493DC329 Columnas de Ladrillo 18 H-E=0.12 1 Cara Vista ML 24.00 137.27 3,294.4893DC711 Replanteo y Trazado M2 143.91 7.80 1,122.5093DD057 Instalacion de Faenas GLB 1.00 2,319.35 2,319.3593DD059 Limpieza General M2 143.91 10.63 1,529.7696DC075 Impermeabilizacion Sobrecimientos M2 6.77 39.98 270.66

TOTAL MODULO 163,421.90MORU 1010 AULAS RECTANGULARES CULTA

02AC001 Excavación de 0-2 M suelo semiduro M3 9.98 76.54 763.8709AB001 Cimiento de Hormigon Ciclopeo FC= 180 kg/cm2 M3 9.98 547.33 5,462.3509BB001 Sobrecimiento de Hormigon Ciclopeo FC=210 kg/cm2 M3 2.03 724.12 1,469.9610AD013 Muro de Ladrillo 6H e=0,12 Ladrillo TH6A M2 11.13 84.14 936.4814AA001 Botaguas de Hormigon Armado (Seccion: 25 x 5 cm) ML 9.60 141.30 1,356.4814CA003 Cordon de Acera de Hormigon (0,20 x 0,40 cm) ML 52.50 117.82 6,185.5514EA001 Cielo Falso Horizontal (Incluye Maderamen) M2 88.00 191.14 16,820.3215CA001 Cumbre de Calamina Plana ML 28.65 80.04 2,293.1516CC001 Piso de Ceramica Esmaltada M2 88.00 202.54 17,823.5217AB001 Pintura Interior - Latex M2 219.62 12.33 2,707.9117AB002 Pintura Exterior - Latex M2 24.87 11.12 276.5517AB004 Pintura Ceramica Para Muros de Ladrillo M2 72.43 26.76 1,938.23

17BB001 Barnizado con Barniz Copal M2 13.80 33.22 458.4417DA001 Pintura Anticorrosiva Cubierta Calamina Galvanizada M2 127.96 19.89 2,545.1220AD001 Piso Cemento Frotachado Aceras (Incluye Contrapiso M2 50.10 91.26 4,572.1322CC002 Zocalo de Ceramica Esmaltada ML 54.58 51.16 2,792.3125AA002 Canaletas y Bajantes de Calamina Plana Nº28 ML 55.80 93.74 5,230.6926EA004 Quincalleria GLB 1.00 241.99 241.9946BB001 Pizarron Carton Elonite (2.44 x 1.22 m) PZA 4.00 758.40 3,033.6052BB002 Prov. Y Colocacion Tablero de Distribucion PZA 2.00 179.70 359.4052CA002 Iluminacion Fluorecente (Incluye Luminarias) PNT 6.00 135.42 812.5290AB002 Letrero Muro de Adobe 2.50x2.00x0.30 (Cimientos) GLB 1.00 2,003.77 2,003.7793BB100 Piso de Cemento mas Ampedrado M2 88.00 109.42 9,628.9693DB007 Acometida Electrica GLB 1.00 38.16 38.1693DB093 Prov. E Inst. Toma Corriente Doble PNT 4.00 65.66 262.6493DC040 Alero M2 14.31 95.47 1,366.1893DC219 Revoque Interior de Yeso M2 131.62 70.98 9,342.3993DC239 Placa de entrega de Obras PZA 1.00 581.63 581.6393DC265 Ventana de Madera Cedro (2"x3") M2 9.60 493.47 4,737.3193DC266 Puerta Madera Cedro (Tablero) 3"x2" M2 4.20 1,037.72 4,358.4293DC290 Prov. Y Coloc. De Vidrios Dobles (E=3MM) M2 9.60 83.53 801.8993DC302 Prov. Y Coloc. De Rejas de Proteccion (Según Diseño) M2 11.52 98.58 1,135.6493DC308 Muro de Ladrillo 18 Huecos E=0.12 - 1 Cara Vista M2 74.06 104.06 7,706.6893DC309 Revoque Exterior de Cemento M2 24.87 143.60 3,571.3393DC316 Viga de Encadenado de H°A° (0.15 x0.30) M3 2.26 2,335.28 5,277.7393DC320 Cubierta Calamina #28 Estr. Met. Perfil Costanera M2 111.10 233.95 25,991.8493DC329 Columnas de Ladrillo 18 H-E=0.12 1 Cara Vista ML 24.00 137.27 3,294.4893DC711 Replanteo y Trazado M2 143.91 7.80 1,122.5093DD057 Instalacion de Faenas GLB 1.00 2,319.35 2,319.3593DD059 Limpieza General M2 143.91 10.63 1,529.7696DC075 Impermeabilizacion Sobrecimientos M2 6.77 39.98 270.66

TOTAL MODULO 163,421.90MORU 1010 AULAS RECTANGULARES SORA SORA

02AC001 Excavación de 0-2 M suelo semiduro M3 12.29 76.54 940.6809AB001 Cimiento de Hormigon Ciclopeo FC= 180 kg/cm2 M3 12.29 547.33 6,726.6909BB001 Sobrecimiento de Hormigon Ciclopeo FC=210 kg/cm2 M3 2.12 724.12 1,535.1310AD013 Muro de Ladrillo 6H e=0,12 Ladrillo TH6A M2 11.10 84.14 933.9514AA001 Botaguas de Hormigon Armado (Seccion: 25 x 5 cm) ML 7.20 141.30 1,017.3614CA003 Cordon de Acera de Hormigon (0,20 x 0,40 cm) ML 25.25 117.82 2,974.9614EA001 Cielo Falso Horizontal (Incluye Maderamen) M2 88.00 191.14 16,820.3215CA001 Cumbre de Calamina Plana ML 34.14 80.04 2,732.5716CC001 Piso de Ceramica Esmaltada M2 88.00 202.54 17,823.5217AB001 Pintura Interior - Latex M2 206.20 12.33 2,542.4517AB002 Pintura Exterior - Latex M2 24.48 11.12 272.2217AB004 Pintura Ceramica Para Muros de Ladrillo M2 78.41 26.76 2,098.2517BB001 Barnizado con Barniz Copal M2 13.80 33.22 458.4417DA001 Pintura Anticorrosiva Cubierta Calamina Galvanizada M2 132.65 19.89 2,638.4120AD001 Piso Cemento Frotachado Aceras (Incluye Contrapiso M2 19.46 91.26 1,775.9222CC002 Zocalo de Ceramica Esmaltada ML 52.00 51.16 2,660.3225AA002 Canaletas y Bajantes de Calamina Plana Nº28 ML 51.40 93.74 4,818.2426EA004 Quincalleria GLB 1.00 242.15 242.1546BB001 Pizarron Carton Elonite (2.44 x 1.22 m) PZA 4.00 758.40 3,033.6052BB002 Prov. Y Colocacion Tablero de Distribucion PZA 2.00 179.70 359.4052CA002 Iluminacion Fluorecente (Incluye Luminarias) PNT 6.00 135.42 812.5290AB002 Letrero Muro de Adobe 2.50x2.00x0.30 (Cimientos) GLB 1.00 2,003.77 2,003.7793BB100 Piso de Cemento mas Ampedrado M2 88.00 109.42 9,628.9693DB007 Acometida Electrica GLB 1.00 38.16 38.1693DB093 Prov. E Inst. Toma Corriente Doble PNT 4.00 65.66 262.6493DC040 Alero M2 13.50 95.47 1,288.8593DC132 Demolicion Muro de Adobe M3 26.00 231.75 6,025.5093DC141 Retiro de Escombros c/voquete M3 26.00 50.36 1,309.3693DC219 Revoque Interior de Yeso M2 118.20 70.98 8,389.8493DC239 Placa de entrega de Obras PZA 1.00 581.63 581.6393DC265 Ventana de Madera Cedro (2"x3") M2 7.20 493.47 3,552.9893DC266 Puerta Madera Cedro (Tablero) 3"x2" M2 4.20 1,037.72 4,358.4293DC290 Prov. Y Coloc. De Vidrios Dobles (E=3MM) M2 7.20 83.53 601.42

93DC302 Prov. Y Coloc. De Rejas de Proteccion (Según Diseño) M2 7.92 98.58 780.7593DC308 Muro de Ladrillo 18 Huecos E=0.12 - 1 Cara Vista M2 78.41 104.06 8,159.3493DC309 Revoque Exterior de Cemento M2 26.73 143.60 3,838.4393DC316 Viga de Encadenado de H°A° (0.15 x0.30) M3 2.22 2,335.28 5,184.3293DC320 Cubierta Calamina #28 Estr. Met. Perfil Costanera M2 109.12 234.12 25,547.1793DC329 Columnas de Ladrillo 18 H-E=0.12 1 Cara Vista ML 25.00 137.27 3,431.7593DC711 Replanteo y Trazado M2 118.66 9.46 1,122.5293DD057 Instalacion de Faenas GLB 1.00 2,319.35 2,319.3593DD059 Limpieza General M2 118.66 10.63 1,261.3696DC075 Impermeabilizacion Sobrecimientos M2 7.07 39.98 282.66

TOTAL MODULO 163,186.27

TOTAL PROYECTO 490,030.07

Elaborado por: Aprobado por :

DIRECTOR DE OBRA SUPERVISOR DE OBRACONSTRUCTORA RED BOLIVIANA SRL

A V A N C E D E O B R A %

ACUMULADO ANTERIOR AVANCE ACTUAL AVANCE ACUMULADO de

Cantidad Monto Cantidad Monto Cantidad Monto Avance

0.00 0.00 1.00 76.54 1.00 76.54 10.02%

0.00 0.00 251.32 137,554.98 251.32 137,554.98 2518.24%

0.00 0.00 2.03 1,469.96 2.03 1,469.96 100.00%

0.00 0.00 11.00 925.54 11.00 925.54 98.83%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 25.13 50,344.72 25.13 50,344.72 2512.50%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 72.85 7,580.77 72.85 7,580.77 98.37%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 24.00 3,294.48 24.00 3,294.48 100.00%

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 6.77 270.66 6.77 270.66 100.00%

0.00 #REF! #REF!

0.00 0.00 1.00 76.54 1.00 76.54 10.02%

0.00 0.00 251.32 137,554.98 251.32 137,554.98 2518.24%

0.00 0.00 2.03 1,469.96 2.03 1,469.96 100.00%

0.00 0.00 11.00 925.54 11.00 925.54 98.83%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 25.13 50,344.72 25.13 50,344.72 2512.50%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 36.75 3,824.21 36.75 3,824.21 49.62%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 12.00 1,647.24 12.00 1,647.24 50.00%

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 6.77 270.66 6.77 270.66 100.00%

0.00 #REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 10.80 908.71 10.80 908.71 97.30%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 13.00 3,012.75 13.00 3,012.75 50.00%

0.00 0.00 13.00 654.68 13.00 654.68 50.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 73.55 7,653.61 73.55 7,653.61 93.80%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 24.00 3,294.48 24.00 3,294.48 96.00%

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 #REF! #REF! #REF! #REF! #REF!

0.00 0.00 0.00 0.00 0.00 0.00 0.00%

0.00 0.00 7.04 281.46 7.04 281.46 99.58%

0.00 #REF! #REF!

0.00 #REF! #REF!

Vº Bº

SUPERVISOR DE OBRA FISCAL DE OBRAH.A.M. SAN PEDRO DE TOTORA