valaorizacion poroto

PART. DESCRIPCION PRESUPUESTO01 OBRAS PROVISIONALES UND

01.01 CARTEL DE OBRA EN MADERA DE 3.60M X 2.40M Und

01.02 Caseta de Almacén y Guardianía c/triplay y parantes de madera tornillo (a Und

02 OBRAS PRELIMINARES

02.01 LIMPIEZA MANUAL DE TERRENO NORMAL m2

02.02 TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPO m2

03 MOVIMIENTO DE TIERRAS

03.01 CORTE EN TERRENO NORMAL m3

03.02 Perfilado de Sección de Canal -terreno normal m2

03.03 ACARREO Y ELIMINACION DE MATERIAL EXEDENTE DMAX <= 100 M MANUAm2

03.04 Preparación y batido de afirmado - manual m3

03.05 ELIMINACIÓN DE MAT.EXCED.C/VOLQUETE DE 6 M3 CARGUIO MANUAL D<=m3

04 ACARREO EN OBRA

04.01 ACARREO DE AGREGADOS D>100M m3

04.02 ACARREO DE CEMENTO DMÁX <= 100M Und

04.03 ACARREO DE AGUA PARA LA OBRA DMÁX<=50M m3

05 TRAMO I

05.01 CONFORMACION DE LA SUB RASANTE

05.01.01 RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO m3

05.01.02 Conformación y Compactación Subrasante C/Motoniv.125HP m2

05.02 BASE

05.02.01 Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo lm2

05.02.02 Solado E=2" Mezcla 1:10 C:H inc curado m2

05.03 CANALIZACION

05.03.01 Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado m3

05.03.02 Canales - seccion rectangular Encofrado y desencofrado Externo m2

05.03.03 Canales - seccion rectangular Encofrado y desencofrado Interno m2

05.03.04 Junta con asfalto E= 1" m

06 TRAMO II




06.02 BASE



06.03 CANALIZACION





07 TRAMO III




07.02 BASE



07.03 CANALIZACION





08 ALCANTARILLAS




08.02 BASE



08.03 CANALIZACION




08.03.04 Acero de Refuerzo Fy = 4200 kg/cm2 kg

08.03.05 Suministro y colocación de Rejilla metálica Segun diseño adjunto (del proyecUnd


09 PRUEBAS Y ENSAYOS

09.01 PRUEBA DE DISEÑO DE MEZCLAS DE CONCRETO Und

09.02 Prueba de resistencia a la compresión del concreto Und

09.03 ENSAYO DENSIDAD DE CAMPO Und

10 VARIOS

10.01 SEÑALIZACION EN OBRA DURANTE EJECUCION m

SUMINISTRO E INSTALACION DE PLACA RECORDATORIA DE METAL Y VIDRIOUnd

11 OTROS

11.01 KIT DE IMPLEMENTOS DE SEGURIDAD Und

11.02 KIT DE HERRAMIENTAS Und

LIMPIEZA GENERAL DE LA OBRA m2COSTO DIRECTOCOSTO INDIRECTOCOSO TOTAL

PRESUPUESTO ANTERIOR ACTUALMET P.U. PRESUPUESTO MET. VAL % MET. VAL.

1.00 885.35 885.35 1.00 885.35 100.00% 0.00 0.007.20 101.00 727.23 7.20 727.23 100.00% 0.00 0.00

1,558.65 0.50 779.33 1,558.65 779.33 100.00% 0.00 0.001,603.18 0.54 859.14 1,603.18 859.14 100.00% 0.00 0.00

1,635.01 8.33 13,625.03 1,065.01 8,875.05 65.14% 194.25 1,618.741,559.79 1.25 1,949.74 1,200.69 1,500.86 76.98% 173.25 216.56

126.99 25.00 3,174.75 49.10 1,227.50 38.66% 37.00 925.00140.28 8.83 1,239.14 58.84 519.75 41.94% 9.00 79.50

42.08 19.88 836.34 42.08 836.34 100.00% 0.00 0.00

1,497.00 25.00 37,425.00 420.68 10,517.00 28.10% 156.60 3,915.004,307.77 0.63 2,692.36 1,233.00 770.63 28.62% 450.00 281.25

152.65 7.14 1,090.36 41.93 299.50 27.47% 15.98 114.14

2.33 21.00 48.93 2.33 48.93 100.00% 0.00 0.0054.56 2.89 157.57 54.56 157.57 100.00% 0.00 0.00

47.74 11.52 549.97 47.74 549.97 100.00% 0.00 0.0047.75 11.31 539.89 47.75 539.89 100.00% 0.00 0.00

14.74 405.05 5,970.51 14.74 5,970.51 100.00% 0.00 0.0084.25 18.77 1,581.02 84.25 1,581.02 100.00% 0.00 0.0081.44 15.98 1,301.80 81.44 1,301.80 100.00% 0.00 0.00

9.00 2.34 21.09 9.00 21.09 100.00% 0.00 0.00

1.23 21.00 25.83 1.23 25.83 100.00% 0.00 0.00252.74 2.89 729.91 252.74 729.91 100.00% 0.00 0.00

74.44 11.52 857.55 74.44 857.55 100.00% 0.00 0.0074.44 11.31 841.67 74.44 841.67 100.00% 0.00 0.00

115.42 405.06 46,751.45 115.42 46,751.45 100.00% 0.00 0.00575.68 18.77 10,803.10 575.68 10,803.10 100.00% 0.00 0.00695.36 15.98 11,115.19 695.36 11,115.19 100.00% 0.00 0.00

14.00 2.34 32.80 14.00 32.80 100.00% 0.00 0.00

1.98 21.00 41.58 18.73 393.33 945.96% 0.00 0.00252.74 2.89 729.91 181.60 524.46 71.85% 48.80 140.93

238.7 11.52 2,749.82 181.60 2,092.03 76.08% 18.50 213.12238.7 11.31 2,698.91 129.60 1,465.35 54.29% 45.00 508.80

115.42 405.06 46,751.45 76.43 30,958.35 66.22% 15.50 6,278.35575.68 18.77 10,803.10 160.58 3,013.41 27.89% 245.00 4,597.62695.36 15.98 11,115.19 160.58 2,566.84 23.09% 215.00 3,436.73

47.00 2.34 110.11 15.00 35.14 31.91% 12.00 28.11

189.75 21.00 3,984.75 59.00 1,239.00 31.09% 0.00 0.00629.68 2.89 1,818.52 515.28 1,488.13 81.83% 0.00 0.00

629.68 11.52 7,253.91 509.68 5,871.51 80.94% 0.00 0.00629.68 11.31 7,119.60 52.00 587.95 8.26% 0.00 0.00

243.01 405.06 98,432.42 40.27 16,311.57 16.57% 0.00 0.001458.21 18.77 27,364.48 72.82 1,366.53 4.99% 0.00 0.00

222.46 15.98 3,555.98 72.00 1,150.91 32.37% 0.00 0.003,862.60 5.44 21,012.54 3,753.00 20,416.32 97.16% 0.00 0.00

8.00 421.50 3,372.00 0.00 0.00 0.00% 0.00 0.00106.00 2.34 248.34 0.00 0.00 0.00% 0.00 0.00

4.00 357.00 1,428.00 4.00 1,428.00 100.00% 0.00 0.0020.00 13.28 265.63 0.00 0.00 0.00% 0.0010.00 40.77 407.67 0.00 0.00 0.00% 0.00

550.00 2.13 1,168.75 400.00 850.00 72.73% 80.00 170.001.00 465.26 465.26 0.00 0.00 0.00% 0.00 0.00

1.00 6,469.55 6,469.55 1.00 6,469.55 100.00% 0.00 0.001.00 2,675.00 2,675.00 1.00 2,675.00 100.00% 0.00 0.00

494.81 0.25 123.70 0.00 0.00 0.00% 0.00 0.00COSTO DIRECTO 408,778.22 210,029.33 22,523.88COSTO INDIRECTO 46,351.28 23,815.18 2,553.98COSO TOTAL 455,129.50 233,844.52 51.38% 25,077.85

0.1133897985

ACTUAL ACUMULADO SALDO% MET. VAL. % MET. VAL. %

0.00% 1.00 885.35 100.00% 0.00 0.00 0.00%0.00% 7.20 727.23 100.00% 0.00 0.00 0.00%

0.00% 1,558.65 779.33 100.00% 0.00 0.00 0.00%0.00% 1,603.18 859.14 100.00% 0.00 0.00 0.00%

11.88% 1,259.26 10,493.79 77.02% 375.75 3,131.24 22.98%11.11% 1,373.94 1,717.43 88.08% 185.85 232.31 11.92%29.14% 86.10 2,152.50 67.80% 40.89 1,022.25 32.20%

6.42% 67.84 599.25 48.36% 72.44 639.89 51.64%0.00% 42.08 836.34 100.00% 0.00 0.00 0.00%

10.46% 577.28 14,432.00 38.56% 919.72 22,993.00 61.44%10.45% 1,683.00 1,051.88 39.07% 2,624.77 1,640.48 60.93%10.47% 57.91 413.64 37.94% 94.74 676.72 62.06%

0.00% 2.33 48.93 100.00% 0.00 0.00 0.00%0.00% 54.56 157.57 100.00% 0.00 0.00 0.00%

0.00% 47.74 549.97 100.00% 0.00 0.00 0.00%0.00% 47.75 539.89 100.00% 0.00 0.00 0.00%

0.00% 14.74 5,970.51 100.00% 0.00 0.00 0.00%0.00% 84.25 1,581.02 100.00% 0.00 0.00 0.00%0.00% 81.44 1,301.80 100.00% 0.00 0.00 0.00%0.00% 9.00 21.09 100.00% 0.00 0.00 0.00%

0.00% 1.23 25.83 100.00% 0.00 0.00 0.00%0.00% 252.74 729.91 100.00% 0.00 0.00 0.00%

0.00% 74.44 857.55 100.00% 0.00 0.00 0.00%0.00% 74.44 841.67 100.00% 0.00 0.00 0.00%

0.00% 115.42 46,751.45 100.00% 0.00 0.00 0.00%0.00% 575.68 10,803.10 100.00% 0.00 0.00 0.00%0.00% 695.36 11,115.19 100.00% 0.00 0.00 0.00%0.00% 14.00 32.80 100.00% 0.00 0.00 0.00%

0.00% 18.73 393.33 945.96% -16.75 -351.75 -845.96%19.31% 230.40 665.39 91.16% 22.34 64.52 8.84%

7.75% 200.10 2,305.15 83.83% 38.60 444.67 16.17%18.85% 174.60 1,974.15 73.15% 64.10 724.76 26.85%

13.43% 91.93 37,236.71 79.65% 23.49 9,514.74 20.35%42.56% 405.58 7,611.04 70.45% 170.10 3,192.06 29.55%30.92% 375.58 6,003.57 54.01% 319.78 5,111.62 45.99%25.53% 27.00 63.25 57.45% 20.00 46.86 42.55%

0.00% 59.00 1,239.00 31.09% 130.75 2,745.75 68.91%0.00% 515.28 1,488.13 81.83% 114.40 330.39 18.17%

0.00% 509.68 5,871.51 80.94% 120.00 1,382.40 19.06%0.00% 52.00 587.95 8.26% 577.68 6,531.65 91.74%

0.00% 40.27 16,311.57 16.57% 202.74 82,120.85 83.43%0.00% 72.82 1,366.53 4.99% 1,385.39 25,997.95 95.01%0.00% 72.00 1,150.91 32.37% 150.46 2,405.07 67.63%0.00% 3,753.00 20,416.32 97.16% 109.60 596.22 2.84%0.00% 0.00 0.00 0.00% 8.00 3,372.00 100.00%0.00% 0.00 0.00 0.00% 106.00 248.34 100.00%

0.00% 4.00 1,428.00 100.00% 0.00 0.00 0.00%0.00% 0.00 0.00 0.00% 20.00 265.63 100.00%0.00% 0.00 0.00 0.00% 10.00 407.67 100.00%

14.55% 480.00 1,020.00 87.27% 70.00 148.75 12.73%0.00% 0.00 0.00 0.00% 1.00 465.26 100.00%

0.00% 1.00 6,469.55 100.00% 0.00 0.00 0.00%0.00% 1.00 2,675.00 100.00% 0.00 0.00 0.00%0.00% 0.00 0.00 0.00% 494.81 123.70 100.00%

232,553.21 176,225.0126,369.16 19,982.12

5.51% 258,922.37 56.89% 196,207.13 43.11%

408,778.22

PART. DESCRIPCION01 OBRAS PROVISIONALES

01.01 CARTEL DE OBRA EN MADERA DE 3.60M X 2.40M

01.02 Caseta de Almacén y Guardianía c/triplay y parantes de madera tornillo (a


02.01 LIMPIEZA MANUAL DE TERRENO NORMAL

02.02 TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPO


03.01 CORTE EN TERRENO NORMAL

03.02 Perfilado de Sección de Canal -terreno normal

03.03 ACARREO Y ELIMINACION DE MATERIAL EXEDENTE DMAX <= 100 M MANUA

03.04 Preparación y batido de afirmado - manual

03.05 ELIMINACIÓN DE MAT.EXCED.C/VOLQUETE DE 6 M3 CARGUIO MANUAL D<=

04 ACARREO EN OBRA

04.01 ACARREO DE AGREGADOS D>100M

04.02 ACARREO DE CEMENTO DMÁX <= 100M

04.03 ACARREO DE AGUA PARA LA OBRA DMÁX<=50M

05 TRAMO I


05.01.01 RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO

05.01.02 Conformación y Compactación Subrasante C/Motoniv.125HP

05.02 BASE

05.02.01 Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo l

05.02.02 Solado E=2" Mezcla 1:10 C:H inc curado

05.03 CANALIZACION

05.03.01 Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado

05.03.02 Canales - seccion rectangular Encofrado y desencofrado Externo

05.03.03 Canales - seccion rectangular Encofrado y desencofrado Interno

05.03.04 Junta con asfalto E= 1"

06 TRAMO II




06.02 BASE



06.03 CANALIZACION





07 TRAMO III




07.02 BASE



07.03 CANALIZACION





08 ALCANTARILLAS




08.02 BASE



08.03 CANALIZACION




08.03.04 Acero de Refuerzo Fy = 4200 kg/cm2

08.03.05 Suministro y colocación de Rejilla metálica Segun diseño adjunto (del proyec



09.01 PRUEBA DE DISEÑO DE MEZCLAS DE CONCRETO

09.02 Prueba de resistencia a la compresión del concreto

09.03 ENSAYO DENSIDAD DE CAMPO

10 VARIOS

10.01 SEÑALIZACION EN OBRA DURANTE EJECUCION

SUMINISTRO E INSTALACION DE PLACA RECORDATORIA DE METAL Y VIDRIO

11 OTROS

11.01 KIT DE IMPLEMENTOS DE SEGURIDAD

11.02 KIT DE HERRAMIENTAS

LIMPIEZA GENERAL DE LA OBRACOSTO DIRECTOCOSTO INDIRECTOCOSO TOTAL

PRESUPUESTO ANTERIOR ACTUALUND MET P.U. PRESUPUESTO MET. VAL % MET.Und 1.00 885.35 885.35 1.00 885.35 100.00% 0.00Und 7.20 101.00 727.23 7.20 727.23 100.00% 0.00

m2 1,558.65 0.50 779.33 1,558.65 779.33 100.00% 0.00m2 1,603.18 0.54 859.14 1,603.18 859.14 100.00% 0.00

m3 1,635.01 8.33 13,625.03 1,259.26 10,493.79 77.02% 283.05m2 1,559.79 1.25 1,949.74 1,373.94 1,717.43 88.08% 0.00m2 126.99 25.00 3,174.75 86.10 2,152.50 67.80% 0.00m3 140.28 8.83 1,239.14 67.84 599.25 48.36% 33.87m3 42.08 19.88 836.34 42.08 836.34 100.00% 0.00

m3 1,497.00 25.00 37,425.00 577.28 14,432.00 38.56% 625.00Und 4,307.77 0.63 2,692.36 1,683.00 1,051.88 39.07% 1,580.00m3 152.65 7.14 1,090.36 57.91 413.64 37.94% 56.00

m3 2.33 21.00 48.93 2.33 48.93 100.00% 0.00m2 54.56 2.89 157.57 54.56 157.57 100.00% 0.00

m2 47.74 11.52 549.97 47.74 549.97 100.00% 0.00m2 47.75 11.31 539.89 47.75 539.89 100.00% 0.00

m3 14.74 405.05 5,970.51 14.74 5,970.51 100.00% 0.00m2 84.25 18.77 1,581.02 84.25 1,581.02 100.00% 0.00m2 81.44 15.98 1,301.80 81.44 1,301.80 100.00% 0.00m 9.00 2.34 21.09 9.00 21.09 100.00% 0.00

m3 1.23 21.00 25.83 1.23 25.83 100.00% 0.00m2 252.74 2.89 729.91 252.74 729.91 100.00% 0.00

m2 74.44 11.52 857.55 74.44 857.55 100.00% 0.00m2 74.44 11.31 841.67 74.44 841.67 100.00% 0.00

m3 115.42 405.06 46,751.45 115.42 46,751.45 100.00% 0.00m2 575.68 18.77 10,803.10 575.68 10,803.10 100.00% 0.00m2 695.36 15.98 11,115.19 695.36 11,115.19 100.00% 0.00m 14.00 2.34 32.80 14.00 32.80 100.00% 0.00

m3 1.98 21.00 41.58 18.73 393.33 945.96% 0.00m2 252.74 2.89 729.91 230.40 665.39 91.16% 0.00

m2 238.7 11.52 2,749.82 200.10 2,305.15 83.83% 33.00m2 238.7 11.31 2,698.91 174.60 1,974.15 73.15% 56.60

m3 115.42 405.06 46,751.45 91.93 37,236.71 79.65% 1.58m2 575.68 18.77 10,803.10 405.58 7,611.04 70.45% 25.00m2 695.36 15.98 11,115.19 375.58 6,003.57 54.01% 30.11m 47.00 2.34 110.11 27.00 63.25 57.45% 10.00

m3 189.75 21.00 3,984.75 59.00 1,239.00 31.09% 24.00m2 629.68 2.89 1,818.52 515.28 1,488.13 81.83% 0.00

m2 629.68 11.52 7,253.91 509.68 5,871.51 80.94% 25.00m2 629.68 11.31 7,119.60 52.00 587.95 8.26% 225.00

m3 243.01 405.06 98,432.42 40.27 16,311.57 16.57% 3.94m2 1458.21 18.77 27,364.48 72.82 1,366.53 4.99% 20.40m2 222.46 15.98 3,555.98 72.00 1,150.91 32.37% 3.04kg 3,862.60 5.44 21,012.54 3,753.00 20,416.32 97.16% 0.00Und 8.00 421.50 3,372.00 0.00 0.00 0.00% 0.00m 106.00 2.34 248.34 0.00 0.00 0.00% 0.00

Und 4.00 357.00 1,428.00 4.00 1,428.00 100.00% 0.00Und 20.00 13.28 265.63 0.00 0.00 0.00% 0.00Und 10.00 40.77 407.67 0.00 0.00 0.00% 0.00

m 550.00 2.13 1,168.75 480.00 1,020.00 87.27% 70.00Und 1.00 465.26 465.26 0.00 0.00 0.00% 0.00

Und 1.00 6,469.55 6,469.55 1.00 6,469.55 100.00% 0.00Und 1.00 2,675.00 2,675.00 1.00 2,675.00 100.00% 0.00m2 494.81 0.25 123.70 0.00 0.00 0.00% 185.00

COSTO DIRECTO 408,778.22 232,553.21COSTO INDIRECTO 46,351.28 26,369.16COSO TOTAL 455,129.50 258,922.37 56.89%

0.1133897985

ACTUAL ACUMULADO SALDOVAL. % MET. VAL. % MET. VAL.

0.00 0.00% 1.00 885.35 100.00% 0.00 0.000.00 0.00% 7.20 727.23 100.00% 0.00 0.00

0.00 0.00% 1,558.65 779.33 100.00% 0.00 0.000.00 0.00% 1,603.18 859.14 100.00% 0.00 0.00

2,358.74 17.31% 1,542.31 12,852.53 94.33% 92.70 772.500.00 0.00% 1,373.94 1,717.43 88.08% 185.85 232.310.00 0.00% 86.10 2,152.50 67.80% 40.89 1,022.25

299.19 24.14% 101.71 898.44 72.50% 38.57 340.700.00 0.00% 42.08 836.34 100.00% 0.00 0.00

15,625.00 41.75% 1,202.28 30,057.00 80.31% 294.72 7,368.00987.50 36.68% 3,263.00 2,039.38 75.75% 1,044.77 652.98400.00 36.69% 113.91 813.64 74.62% 38.74 276.72

0.00 0.00% 2.33 48.93 100.00% 0.00 0.000.00 0.00% 54.56 157.57 100.00% 0.00 0.00

0.00 0.00% 47.74 549.97 100.00% 0.00 0.000.00 0.00% 47.75 539.89 100.00% 0.00 0.00

0.00 0.00% 14.74 5,970.51 100.00% 0.00 0.000.00 0.00% 84.25 1,581.02 100.00% 0.00 0.000.00 0.00% 81.44 1,301.80 100.00% 0.00 0.000.00 0.00% 9.00 21.09 100.00% 0.00 0.00

0.00 0.00% 1.23 25.83 100.00% 0.00 0.000.00 0.00% 252.74 729.91 100.00% 0.00 0.00

0.00 0.00% 74.44 857.55 100.00% 0.00 0.000.00 0.00% 74.44 841.67 100.00% 0.00 0.00

0.00 0.00% 115.42 46,751.45 100.00% 0.00 0.000.00 0.00% 575.68 10,803.10 100.00% 0.00 0.000.00 0.00% 695.36 11,115.19 100.00% 0.00 0.000.00 0.00% 14.00 32.80 100.00% 0.00 0.00

0.00 0.00% 18.73 393.33 945.96% -16.75 -351.750.00 0.00% 230.40 665.39 91.16% 22.34 64.52

380.16 13.82% 233.10 2,685.31 97.65% 5.60 64.51639.96 23.71% 231.20 2,614.11 96.86% 7.50 84.80

639.99 1.37% 93.51 37,876.69 81.02% 21.91 8,874.76469.15 4.34% 430.58 8,080.18 74.80% 145.10 2,722.92481.30 4.33% 405.69 6,484.87 58.34% 289.67 4,630.32

23.43 21.28% 37.00 86.68 78.72% 10.00 23.43

504.00 12.65% 83.00 1,743.00 43.74% 106.75 2,241.750.00 0.00% 515.28 1,488.13 81.83% 114.40 330.39

288.00 3.97% 534.68 6,159.51 84.91% 95.00 1,094.402,544.01 35.73% 277.00 3,131.95 43.99% 352.68 3,987.65

1,595.92 1.62% 44.21 17,907.48 18.19% 198.80 80,524.94382.82 1.40% 93.22 1,749.35 6.39% 1,364.99 25,615.13

48.59 1.37% 75.04 1,199.50 33.73% 147.42 2,356.480.00 0.00% 3,753.00 20,416.32 97.16% 109.60 596.220.00 0.00% 0.00 0.00 0.00% 8.00 3,372.000.00 0.00% 0.00 0.00 0.00% 106.00 248.34

0.00 0.00% 4.00 1,428.00 100.00% 0.00 0.000.00 0.00% 0.00 0.00 0.00% 20.00 265.630.00 0.00% 0.00 0.00 0.00% 10.00 407.67

148.75 12.73% 550.00 1,168.75 100.00% 0.00 0.000.00 0.00% 0.00 0.00 0.00% 1.00 465.26

0.00 0.00% 1.00 6,469.55 100.00% 0.00 0.000.00 0.00% 1.00 2,675.00 100.00% 0.00 0.00

46.25 37.39% 185.00 46.25 37.39% 309.81 77.4527,862.75 260,415.96 148,362.26

3,159.35 29,528.51 16,822.7731,022.10 6.82% 289,944.47 63.71% 165,185.03

SALDO%

0.00%0.00%

0.00%0.00%

5.67%11.92%32.20%27.50%

0.00%

19.69%24.25%25.38%

0.00%0.00%

0.00%0.00%

0.00%0.00%0.00%0.00%

0.00%0.00%

0.00%0.00%

0.00%0.00%0.00%0.00%

-845.96%8.84%

2.35%3.14%

18.98%25.20%41.66%21.28%

56.26%18.17%

15.09%56.01%

81.81%93.61%66.27%

2.84%100.00%100.00%

0.00%100.00%100.00%

0.00%100.00%

0.00%0.00%

62.61%408,778.22

36.29%

PART. DESCRIPCION01 OBRAS PROVISIONALES

01.01 CARTEL DE OBRA EN MADERA DE 3.60M X 2.40M

01.02 Caseta de Almacén y Guardianía c/triplay y parantes de madera tornillo (a


02.01 LIMPIEZA MANUAL DE TERRENO NORMAL

02.02 TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPO


03.01 CORTE EN TERRENO NORMAL

03.02 Perfilado de Sección de Canal -terreno normal

03.03 ACARREO Y ELIMINACION DE MATERIAL EXEDENTE DMAX <= 100 M MANUA

03.04 Preparación y batido de afirmado - manual

03.05 ELIMINACIÓN DE MAT.EXCED.C/VOLQUETE DE 6 M3 CARGUIO MANUAL D<=

04 ACARREO EN OBRA

04.01 ACARREO DE AGREGADOS D>100M

04.02 ACARREO DE CEMENTO DMÁX <= 100M

04.03 ACARREO DE AGUA PARA LA OBRA DMÁX<=50M

05 TRAMO I




05.02 BASE



05.03 CANALIZACION





06 TRAMO II




06.02 BASE



06.03 CANALIZACION





07 TRAMO III




07.02 BASE



07.03 CANALIZACION





08 ALCANTARILLAS




08.02 BASE



08.03 CANALIZACION




08.03.04 Acero de Refuerzo Fy = 4200 kg/cm2

08.03.05 Suministro y colocación de Rejilla metálica Segun diseño adjunto (del proyec



09.01 PRUEBA DE DISEÑO DE MEZCLAS DE CONCRETO

09.02 Prueba de resistencia a la compresión del concreto

09.03 ENSAYO DENSIDAD DE CAMPO

10 VARIOS

10.01 SEÑALIZACION EN OBRA DURANTE EJECUCION

SUMINISTRO E INSTALACION DE PLACA RECORDATORIA DE METAL Y VIDRIO

11 OTROS

11.01 KIT DE IMPLEMENTOS DE SEGURIDAD

11.02 KIT DE HERRAMIENTAS

LIMPIEZA GENERAL DE LA OBRACOSTO DIRECTOCOSTO INDIRECTOCOSO TOTAL

PRESUPUESTO ANTERIORUND MET P.U. PRESUPUESTO MET. VAL %Und 1.00 885.35 885.35 1.00 885.35 100.00%Und 7.20 101.00 727.23 7.20 727.23 100.00%

m2 1,558.65 0.50 779.33 1,558.65 779.33 100.00%m2 1,603.18 0.54 859.14 1,603.18 859.14 100.00%

m3 1,635.01 8.33 13,625.03 1,259.26 10,493.79 77.02%m2 1,559.79 1.25 1,949.74 1,373.94 1,717.43 88.08%m2 126.99 25.00 3,174.75 86.10 2,152.50 67.80%m3 140.28 8.83 1,239.14 67.84 599.25 48.36%m3 42.08 19.88 836.34 42.08 836.34 100.00%

m3 1,497.00 25.00 37,425.00 577.28 14,432.00 38.56%Und 4,307.77 0.63 2,692.36 1,683.00 1,051.88 39.07%m3 152.65 7.14 1,090.36 57.91 413.64 37.94%

m3 2.33 21.00 48.93 2.33 48.93 100.00%m2 54.56 2.89 157.57 54.56 157.57 100.00%

m2 47.74 11.52 549.97 47.74 549.97 100.00%m2 47.75 11.31 539.89 47.75 539.89 100.00%

m3 14.74 405.05 5,970.51 14.74 5,970.51 100.00%m2 84.25 18.77 1,581.02 84.25 1,581.02 100.00%m2 81.44 15.98 1,301.80 81.44 1,301.80 100.00%m 9.00 2.34 21.09 9.00 21.09 100.00%

m3 1.23 21.00 25.83 1.23 25.83 100.00%m2 252.74 2.89 729.91 252.74 729.91 100.00%

m2 74.44 11.52 857.55 74.44 857.55 100.00%m2 74.44 11.31 841.67 74.44 841.67 100.00%

m3 115.42 405.06 46,751.45 115.42 46,751.45 100.00%m2 575.68 18.77 10,803.10 575.68 10,803.10 100.00%m2 695.36 15.98 11,115.19 695.36 11,115.19 100.00%m 14.00 2.34 32.80 14.00 32.80 100.00%

m3 1.98 21.00 41.58 18.73 393.33 945.96%m2 252.74 2.89 729.91 230.40 665.39 91.16%

m2 238.7 11.52 2,749.82 200.10 2,305.15 83.83%m2 238.7 11.31 2,698.91 174.60 1,974.15 73.15%

m3 115.42 405.06 46,751.45 91.93 37,236.71 79.65%m2 575.68 18.77 10,803.10 405.58 7,611.04 70.45%m2 695.36 15.98 11,115.19 375.58 6,003.57 54.01%m 47.00 2.34 110.11 27.00 63.25 57.45%

m3 189.75 21.00 3,984.75 59.00 1,239.00 31.09%m2 629.68 2.89 1,818.52 515.28 1,488.13 81.83%

m2 629.68 11.52 7,253.91 509.68 5,871.51 80.94%m2 629.68 11.31 7,119.60 52.00 587.95 8.26%

m3 243.01 405.06 98,432.42 40.27 16,311.57 16.57%m2 1458.21 18.77 27,364.48 72.82 1,366.53 4.99%m2 222.46 15.98 3,555.98 72.00 1,150.91 32.37%kg 3,862.60 5.44 21,012.54 3,753.00 20,416.32 97.16%Und 8.00 421.50 3,372.00 0.00 0.00 0.00%m 106.00 2.34 248.34 0.00 0.00 0.00%

Und 4.00 357.00 1,428.00 4.00 1,428.00 100.00%Und 20.00 13.28 265.63 0.00 0.00 0.00%Und 10.00 40.77 407.67 0.00 0.00 0.00%

m 550.00 2.13 1,168.75 480.00 1,020.00 87.27%Und 1.00 465.26 465.26 0.00 0.00 0.00%

Und 1.00 6,469.55 6,469.55 1.00 6,469.55 100.00%Und 1.00 2,675.00 2,675.00 1.00 2,675.00 100.00%m2 494.81 0.25 123.70 0.00 0.00 0.00%

COSTO DIRECTO 408,778.22 232,553.21COSTO INDIRECTO 46,351.28 26,369.16COSO TOTAL 455,129.50 258,922.37 56.89%

0.1133897985 0.11338979851

ACTUAL ACUMULADO SALDOMET. VAL. % MET. VAL. % MET.

0.00 0.00 0.00% 1.00 885.35 100.00% 0.000.00 0.00 0.00% 7.20 727.23 100.00% 0.00

0.00 0.00 0.00% 1,558.65 779.33 100.00% 0.000.00 0.00 0.00% 1,603.18 859.14 100.00% 0.00

-353.66 -2,947.16 -21.63% 905.60 7,546.64 55.39% 729.410.00 0.00 0.00% 1,373.94 1,717.43 88.08% 185.850.00 0.00 0.00% 86.10 2,152.50 67.80% 40.890.00 0.00 0.00% 67.84 599.25 48.36% 72.440.00 0.00 0.00% 42.08 836.34 100.00% 0.00

0.00 0.00 0.00% 577.28 14,432.00 38.56% 919.720.00 0.00 0.00% 1,683.00 1,051.88 39.07% 2,624.770.00 0.00 0.00% 57.91 413.64 37.94% 94.74

0.00 0.00 0.00% 2.33 48.93 100.00% 0.000.00 0.00 0.00% 54.56 157.57 100.00% 0.00

0.00 0.00 0.00% 47.74 549.97 100.00% 0.00-36.7 -414.95 -76.86% 11.05 124.94 23.14% 36.70

-10.06 -4,074.85 -68.25% 4.68 1,895.66 31.75% 10.06-62.15 -1,166.30 -73.77% 22.10 414.72 26.23% 62.15-61.29 -979.71 -75.26% 20.15 322.09 24.74% 61.29

-9.00 -21.09 -100.00% 0.00 0.00 0.00% 9.00

0.00 0.00 0.00% 1.23 25.83 100.00% 0.000.00 0.00 0.00% 252.74 729.91 100.00% 0.00

0.00 0.00 0.00% 74.44 857.55 100.00% 0.00-20.10 -227.26 -27.00% 54.34 614.41 73.00% 20.10

-95.97 -38,873.13 -83.15% 19.45 7,878.32 16.85% 95.97-480.32 -9,013.59 -83.44% 95.36 1,789.51 16.56% 480.32-608.58 -9,728.03 -87.52% 86.78 1,387.16 12.48% 608.58

-14.00 -32.80 -100.00% 0.00 0.00 0.00% 14.00

0.00 0.00 0.00% 18.73 393.33 945.96% -16.750.00 0.00 0.00% 230.40 665.39 91.16% 22.34

0.00 0.00% 200.10 2,305.15 83.83% 38.60-98.60 -1,114.84 -41.31% 76.00 859.31 31.84% 162.70

-75.51 -30,585.70 -65.42% 16.42 6,651.00 14.23% 99.00-284.54 -5,339.62 -49.43% 121.04 2,271.41 21.03% 454.64-266.12 -4,253.87 -38.27% 109.46 1,749.70 15.74% 585.90

-27.00 -63.25 -57.45% 0.00 0.00 0.00% 47.00

0.00 0.00 0.00% 59.00 1,239.00 31.09% 130.750.00 0.00 0.00% 515.28 1,488.13 81.83% 114.40

0.00 0.00 0.00% 509.68 5,871.51 80.94% 120.00497.76 5,628.02 79.05% 549.76 6,215.97 87.31% 79.92

146.85 59,482.33 60.43% 187.12 75,793.90 77.00% 55.89794.78 14,914.68 54.50% 867.60 16,281.21 59.50% 590.61728.25 11,640.94 327.36% 800.25 12,791.84 359.73% -577.79

1,152.37 6,268.89 29.83% 4,905.37 26,685.21 127.00% -1,042.770.00 0.00 0.00% 0.00 0.00 0.00% 8.000.00 0.00 0.00% 0.00 0.00 0.00% 106.00

0.00 0.00 0.00% 4.00 1,428.00 100.00% 0.000.00 0.00 0.00% 0.00 0.00 0.00% 20.000.00 0.00 0.00% 0.00 0.00 0.00% 10.00

0.00 0.00 0.00% 480.00 1,020.00 87.27% 70.000.00 0.00 0.00% 0.00 0.00 0.00% 1.00

0.00 0.00 0.00% 1.00 6,469.55 100.00% 0.000.00 0.00 0.00% 1.00 2,675.00 100.00% 0.000.00 0.00 0.00% 0.00 0.00 0.00% 494.81

-10,901.30 221,651.90-1,236.10 25,133.06

-12,137.40 -2.67% 246,784.97 54.22%

SALDOVAL. %

0.00 0.00%0.00 0.00%

0.00 0.00%0.00 0.00%

6,078.39 44.61% 260 340232.31 11.92%

1,022.25 32.20%639.89 51.64%

0.00 0.00%

22,993.00 61.44%1,640.48 60.93%

676.72 62.06%

0.00 0.00%0.00 0.00%

0.00 0.00%414.95 76.86% los metrados alli terminan

4,074.85 68.25%1,166.30 73.77%

979.71 75.26%21.09 100.00%

0.00 0.00%0.00 0.00%

0.00 0.00%227.26 27.00% los metrados alli terminan

38,873.13 83.15%9,013.59 83.44%9,728.03 87.52%

32.80 100.00%

-351.75 -845.96%64.52 8.84%

444.67 16.17%1,839.60 68.16% los metrados alli terminan

40,100.45 85.77% los metrados alli terminan8,531.69 78.97% los metrados alli terminan9,365.49 84.26% los metrados alli terminan

110.11 100.00%

2,745.75 68.91%330.39 18.17%

1,382.40 19.06%903.63 12.69%

22,638.52 23.00%11,083.27 40.50%-9,235.86 -259.73%-5,672.67 -27.00%3,372.00 100.00%

248.34 100.00%

0.00 0.00%265.63 100.00%407.67 100.00%

148.75 12.73%465.26 100.00%

0.00 0.00%0.00 0.00%

123.70 100.00%187,126.32 408,778.22

21,218.22208,344.53 45.78%

PART. DESCRIPCION PRESUPUESTO ACTUAL SALDO01 OBRAS PROVISIONALES UND MET. VAL. MET. VAL. %01.01 CARTEL DE OBRA EN MADERA DE 3.60M X 2.40M Und 0.00 0.00 0.00 0.00 0.00%01.02 Caseta de Almacén y Guardianía c/triplay y parantes de madera tornillo (ap Und 0.00 0.00 0.00 0.00 0.00%02 OBRAS PRELIMINARES

02.01 LIMPIEZA MANUAL DE TERRENO NORMAL m2 0.00 0.00 0.00 0.00 0.00%02.02 TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPO m2 0.00 0.00 0.00 0.00 0.00%03 MOVIMIENTO DE TIERRAS

03.01 CORTE EN TERRENO NORMAL m3 -222.35 -1,852.91 315.05 2,625.41 19.27%03.02 Perfilado de Sección de Canal -terreno normal m2 0.00 0.00 185.85 232.31 11.92%03.03 ACARREO Y ELIMINACION DE MATERIAL EXEDENTE DMAX <= 100 M MANUAm2 0.00 0.00 40.89 1,022.25 32.20%03.04 Preparación y batido de afirmado - manual m3 0.00 0.00 38.57 340.70 27.50%03.05 ELIMINACIÓN DE MAT.EXCED.C/VOLQUETE DE 6 M3 CARGUIO MANUAL D<=m3 0.00 0.00 0.00 0.00 0.00%04 ACARREO EN OBRA

04.01 ACARREO DE AGREGADOS D>100M m3 0.00 0.00 294.72 7,368.00 19.69%04.02 ACARREO DE CEMENTO DMÁX <= 100M Und 0.00 0.00 1,044.77 652.98 24.25%04.03 ACARREO DE AGUA PARA LA OBRA DMÁX<=50M m3 0.00 0.00 38.74 276.72 25.38%05 TRAMO I


05.01.01 RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO m3 0.00 0.00 0.00 0.00 0.00%05.01.02 Conformación y Compactación Subrasante C/Motoniv.125HP m2 0.00 0.00 0.00 0.00 0.00%05.02 BASE

05.02.01 Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo lm2 0.00 0.00 0.00 0.00 0.00%05.02.02 Solado E=2" Mezcla 1:10 C:H inc curado m2 -36.7 -414.95 36.70 414.95 76.86%05.03 CANALIZACION

05.03.01 Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado m3 -10.06 -4,074.85 10.06 4,074.85 68.25%05.03.02 Canales - seccion rectangular Encofrado y desencofrado Externo m2 -62.15 -1,166.30 62.15 1,166.30 73.77%05.03.03 Canales - seccion rectangular Encofrado y desencofrado Interno m2 -61.29 -979.71 61.29 979.71 75.26%05.03.04 Junta con asfalto E= 1" m -9.00 -21.09 9.00 21.09 100.00%06 TRAMO II


06.01.01 RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO m3 0.00 0.00 0.00 0.00 0.00%06.01.02 Conformación y Compactación Subrasante C/Motoniv.125HP m2 0.00 0.00 0.00 0.00 0.00%06.02 BASE

06.02.01 Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo lm2 0.00 0.00 0.00 0.00 0.00%06.02.02 Solado E=2" Mezcla 1:10 C:H inc curado m2 -20.10 -227.26 20.10 227.26 27.00%06.03 CANALIZACION

06.03.01 Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado m3 -95.97 -38,873.13 95.97 38,873.13 83.15%06.03.02 Canales - seccion rectangular Encofrado y desencofrado Externo m2 -480.32 -9,013.59 480.32 9,013.59 83.44%06.03.03 Canales - seccion rectangular Encofrado y desencofrado Interno m2 -608.58 -9,728.03 608.58 9,728.03 87.52%06.03.04 Junta con asfalto E= 1" m -14.00 -32.80 14.00 32.80 100.00%07 TRAMO III


07.01.01 RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO m3 0.00 0.00 -16.75 -351.75 -845.96%07.01.02 Conformación y Compactación Subrasante C/Motoniv.125HP m2 0.00 0.00 22.34 64.52 8.84%07.02 BASE

07.02.01 Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo lm2 0.00 5.60 64.51 2.35%07.02.02 Solado E=2" Mezcla 1:10 C:H inc curado m2 -155.20 -1,754.80 162.70 1,839.60 68.16%07.03 CANALIZACION

07.03.01 Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado m3 -77.09 -31,225.69 99.00 40,100.45 85.77%07.03.02 Canales - seccion rectangular Encofrado y desencofrado Externo m2 -309.54 -5,808.77 454.64 8,531.69 78.97%07.03.03 Canales - seccion rectangular Encofrado y desencofrado Interno m2 -296.23 -4,735.18 585.90 9,365.49 84.26%07.03.04 Junta con asfalto E= 1" m -37.00 -86.68 47.00 110.11 100.00%08 ALCANTARILLAS


08.01.01 RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO m3 0.00 0.00 106.75 2,241.75 56.26%08.01.02 Conformación y Compactación Subrasante C/Motoniv.125HP m2 0.00 0.00 114.40 330.39 18.17%08.02 BASE

08.02.01 Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo lm2 0.00 0.00 95.00 1,094.40 15.09%08.02.02 Solado E=2" Mezcla 1:10 C:H inc curado m2 272.76 3,084.01 79.92 903.63 12.69%08.03 CANALIZACION

08.03.01 Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado m3 142.91 57,886.41 55.89 22,638.52 23.00%08.03.02 Canales - seccion rectangular Encofrado y desencofrado Externo m2 774.38 14,531.86 590.61 11,083.27 40.50%08.03.03 Canales - seccion rectangular Encofrado y desencofrado Interno m2 725.21 11,592.34 -577.79 -9,235.86 -259.73%08.03.04 Acero de Refuerzo Fy = 4200 kg/cm2 kg 1,152.37 6,268.89 -1,042.77 -5,672.67 -27.00%08.03.05 Suministro y colocación de Rejilla metálica Segun diseño adjunto (del proyecUnd 0.00 0.00 8.00 3,372.00 100.00%08.03.06 Junta con asfalto E= 1" m 0.00 0.00 106.00 248.34 100.00%09 PRUEBAS Y ENSAYOS

09.01 PRUEBA DE DISEÑO DE MEZCLAS DE CONCRETO Und 0.00 0.00 0.00 0.00 0.00%09.02 Prueba de resistencia a la compresión del concreto Und 0.00 0.00 20.00 265.63 100.00%09.03 ENSAYO DENSIDAD DE CAMPO Und 0.00 0.00 10.00 407.67 100.00%10 VARIOS

10.01 SEÑALIZACION EN OBRA DURANTE EJECUCION m 0.00 0.00 0.00 0.00 0.00%SUMINISTRO E INSTALACION DE PLACA RECORDATORIA DE METAL Y VIDRIOUnd 0.00 0.00 1.00 465.26 100.00%

11 OTROS

11.01 KIT DE IMPLEMENTOS DE SEGURIDAD Und 0.00 0.00 0.00 0.00 0.00%11.02 KIT DE HERRAMIENTAS Und 0.00 0.00 0.00 0.00 0.00%

LIMPIEZA GENERAL DE LA OBRA m2 0.00 0.00 309.81 77.45 62.61%COSTO DIRECTO -16,632.22 164,994.48

VALORIZACION : SITUACION ACTUAL DE INSTALACION DEL SERVICIO DE ENCAUZAMIENTO DE LAS AGUAS DE LA QUEBRADA EL POROTO JR. LAS CUCARDAS Y LOS LIRIOS, LOCALIDAD DE SAN IGNACIO PROVINCIA DE SAN IGNACIO - CAJAMARCA - SITUACION ACTAUL DE OBRA ENERO 2015

COSTO INDIRECTO -1,885.92 18,708.69COSO TOTAL -18,518.14 183,703.18 40.36%

CRONOGRAMA VALORIZADO DE OBRA

UNIDADE EJECUTORA : MUNICIPALIDAD ECOLOGICA PROVINCIAL DE SAN IGNACIO

NOMBRE DE PARTIDA S1 S2 S3 S4 S5 S6 S7 S8

Corte en terreno normal S/. 1,804.97 S/. 820.44Perfilado de sección de canal -terreno normal S/. 232.31Acarreo y eliminacion de material excedente Dmax <= 100 m manual S/. 239.59 S/. 782.66Preparación y batido de afirmado - manual S/. 63.88 S/. 238.49 S/. 38.33Acarreo de agregados D>100m S/. 7,368.00Acarreo de cemento Dmax <= 100m S/. 652.98Acarreo de agua para la obra Dmax<=50m S/. 276.72Solado E=2" Mezcla 1:10 C:H inc curado S/. 414.95Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado S/. 4,074.85Canales - seccion rectangular Encofrado y desencofrado Externo S/. 1,166.30Canales - seccion rectangular Encofrado y desencofrado Interno S/. 428.62 S/. 551.09Junta con asfalto E= 1" S/. 21.09Solado E=2" Mezcla 1:10 C:H inc curado S/. 227.26Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado S/. 3,036.96 S/. 11,338.00 S/. 11,338.00 S/. 11,338.00 S/. 1,822.17Canales - seccion rectangular Encofrado y desencofrado Externo S/. 1,056.28 S/. 3,943.45 S/. 3,943.45 S/. 70.41Canales - seccion rectangular Encofrado y desencofrado Interno S/. 4,082.29 S/. 5,645.74Junta con asfalto E= 1" S/. 32.80Conformación y Compactación Subrasante C/Motoniv.125HP S/. 64.52Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo liviano S/. 11.29 S/. 53.22Solado E=2" Mezcla 1:10 C:H inc curado S/. 1,762.95 S/. 76.65Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado S/. 9,189.69 S/. 9,356.77 S/. 9,356.77 S/. 9,356.77 S/. 2,840.45Canales - seccion rectangular Encofrado y desencofrado Externo S/. 3,910.36 S/. 3,981.46 S/. 639.87Canales - seccion rectangular Encofrado y desencofrado Interno S/. 5,707.10 S/. 3,658.39Junta con asfalto E= 1" S/. 110.11RELLENO CON MATERIAL PROPIO COMPACTACION CON EQUIPO LIVIANO S/. 280.22 S/. 1,046.15 S/. 915.38Conformación y Compactación Subrasante C/Motoniv.125HP S/. 330.39Relleno con Afirmado y/o Material Granular E=8" inc. Compactación equipo liviano S/. 95.76 S/. 766.08 S/. 232.56Solado E=2" Mezcla 1:10 C:H inc curado S/. 903.63Canales - Concreto F'c= 175 kg/cm2 manual Hormigon Zarandeado S/. 10,375.99 S/. 10,564.64 S/. 1,697.89Canales - seccion rectangular Encofrado y desencofrado Externo S/. 3,186.44 S/. 7,758.29 S/. 138.54

S/. 3,372.00Junta con asfalto E= 1" S/. 237.99 S/. 10.35Prueba de resistencia a la compresión del concreto S/. 265.63Ensayo de densidad de campo S/. 407.67Suministro e instalacion de placa recortdatoria de metal y vidrio S/. 465.26Limpieza general de la obra S/. 77.45COSTO DIRECTO S/. 11,420.63 S/. 5,469.99 S/. 29,265.93 S/. 36,950.15 S/. 35,792.62 S/. 31,329.82 S/. 20,711.14 S/. 9,314.48COSTO INDIRECTO S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00

OBRAS: INSTALACION DEL SERVICIO DE ENCAUZAMIENTO DE LAS AGUAS DE LA QUEBRADA EL POROTO JR. LAS CUCARDAS Y LOS LIRIOS, LOCALIDAD DE SAN IGNACIO PROVINCIA DE SAN IGNACIO - CAJAMARCA

Suministro y colocación de Rejilla metálica Segun diseño adjunto (del proyecto respectivo)

TOTAL S/. 11,420.63 S/. 5,469.99 S/. 29,265.93 S/. 36,950.15 S/. 35,792.62 S/. 31,329.82 S/. 20,711.14 S/. 9,314.48

Documents

valaorizacion poroto