Calculo de Liquidacion y Anexos

Cuadro Nº 01

LICITACION PUBLICA Nº: 04 – 2009 – MP – CFF – SL / CE CONTRATO : S/N

CONTRATISTA: CONSORCIO SAN LUIS

RESUMEN DE LIQUIDACIÓN FINAL DE CONTRATO( EN NUEVOS SOLES )

ITEM DESCRIPCION SALDO

1.0 COSTO DIRECTO DE OBRA

1.1 ADELANTO DIRECTO 0.00 0.00 0.00

1.2 ADELANTO PARA MATERIALES 0.00 0.00 0.000.00 0.00

1.3 VALORIZACIÓN NETA1.3.1 Valorizacion Mensual Basica

a) Contrato principal 3579405.75 3743380.24 -163974.50b) Adicionales 392483.27 0.00 392483.27

392483.27

c) Gastos Generales 0.00 0.00 0.00 c.1 Por Ampliación de Plazo 0.00 0.00 0.00

3971889.02 3743380.24 228508.771.3.2 Reajuste Neto

a) Reajuste Bruto 100228.07 90618.98 9609.09b)Reajuste No Correspondiente 0.00 0.00 0.00 Por Adelanto Directo 0.00 Por Adelanto para Materiales 0.00 Exceso de Reajuste 0.00

100228.07 90618.98 9609.091.3.3 Amortización de Adelanto

a) Por Adelanto Directo 0.00 0.00 0.00

b) Por Adelanto para Materiales 0.00 0.00 0.000.00 0.00 0.00

TOTAL COSTO DIRECTO (1.0=1.1+1.2+1.3 ) 4072117.08 3833999.22 238117.86

2.0 IMPUESTO GENERAL A LAS VENTAS (I.G.V.)

Pagado (19%) 773702.25 728459.87 45242.38

TOTAL IGV 773702.25 728459.87 45242.38

TOTAL GENERAL (1.0+2.0) 4845819.33 4562459.09 283360.24

SALDO A FAVOR DEL CONTRATISTA 283360.24

COSTO TOTAL DE LA OBRA S/. 4845819.33

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS, PROVINCIA DE CARLOS FERMÍN

FITZCARRALD - REGIÓN ANCASH

SEGÚN LIQUIDACION

PAGOS EFECTUADOS

b.1 Adicional por mayores metrados y partidas nuevas

4 CÁLCULO DE LA LIQUIDACION FINAL DEL CONTRATO

Como resultado de la Liquidación practicada, se han obtenido los siguientes montos:

A. Ejecutado Contrato Principal S/. 3579405.75B. Adicional a Precios Contractuales y pactados S/. 392483.27

S/. 0.00c. Reajustes Netos S/. 100228.07D. Gastos Generales por Ampl. De Plazo Nº 01 y Nº 02 S/. 0.00E. I.G.V. (19 % ) S/. 773702.25

H. Monto Final del Contrato (A+...+G) incl. IGV S/. 4845819.33El detalle del monto final del Contrato se describe a continuación:

4.1 Autorizado y Pagado4.1.1 Autorizado (Según Liquidación)

A) ValorizacionesA.1 Contrato Principal S/. 3579405.75A.2 Adicional a Precios Contractuales y pactados S/. 392483.27

S/. 0.00A.3 Gastos Generales por Ampl. De Plazo Nº 01 S/. 0.00

Sub Total A) S/. 3971889.02

B) Reajustes Netos 100228.07B.1 Contrato Principal S/.B.2 Mayores Metrados S/.B.3 Obra Complementaria S/.

Sub Total B) S/. 100228.07

C) Sub total 1 (A+B) S/. 4072117.08

D) I.G.V. ( 19 % ) S/. 773702.25

E) Monto Final del Contrato (C+D) S/. 4845819.33

4.1.2 Pagado (Registro Contable)F) Valorizaciones

F.1 Contrato Principal S/. 3743380.24F.2 Adicionales Precios Contractuales y Pactados S/. 0.00F.3 Gastos Generales por Ampl. De Plazo Nº 01 S/. 0.00F.4 Gastos Generales por Ampl. De Plazo Nº 02 S/. 0.00

Sub Total F) S/. 3743380.24

G) Reajustes Netos 90618.98G.1 Contrato Principal S/.Adicionales (incl. May. Met. y Obras Compl.) S/.G.2 Mayores Metrados S/.G.3 Obra Complementaria S/.G.4 Por Mayores Gastos Generales S/.

Sub Total G) S/. 90618.98

H) Otros S/. 0.00

Sub Total H) S/. 0.00

I) Sub total 2 (F+G+H) S/. 3833999.22

J) I.G.V. (19%, según Registro Contable) S/. 728459.87

K) Monto Total Pagado (I+J) S/. 4562459.09

I Saldo a favor del Contratista (E-K) S/. 283360.25

4.2 Adelantos (Sin IGV)4.2.1 Pagado

L) Directo (Efectivo) S/. 0.00M) Materiales S/. 0.00

N) Sub Total 3 (L+M) S/. 0.00

4.2.2 AmortizadoO) Directo (Efectivo) S/. 0.00P) Materiales S/. 0.00

Q) Sub Total 4 (O+P) S/. 0.00

II Saldo a favor / contra del Contratista (N-Q) 0.00

4.3 Penalidad (mora entrega de obra) No correspondeR) Aplicada S/. 0.00S) Descontada S/. 0.00

III Saldo a favor / contra del Contratista (R-S) S/. 0.00

4.4 Material DEP/MEM no devuelto por el Contratista No correspondeT) Valorizado S/. 0.00U) Devuelto S/. 0.00

IV Saldo en contra del Contratista (T-U) S/. 0.00

Saldo Final a Favor del Contratista ( I )+(II)+(III)+(IV) S/. 283360.25

FORMULA POLINOMICA DE REAJUSTEArea Geográfica Nº 2

CONTRATO : S/N CONTRATISTA: CONSORCIO SAN LUIS Dpto ANCASHSECCION: LINEAS PRIMARIAS

IUP Concepto Incidencia Base Junio-2009 Oct-09 Nov-09 Dec-09 Jan-10 Feb-10 Mar-10 Apr-10 May-10 Jun-10 Jul-10 Aug-10 Sep-10 Oct-10 Nov-10

(%) Indice Coef. INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR

P 62 POSTES Y CRUCETAS 100.00% 386.55 0.164 379.94 0.161 380.68 0.162 380.22 0.161 380.65 0.161 381.07 0.162 381.47 0.162 389.89 0.165 392.25 0.166 392.11 0.166 391.17 0.166 390.29 0.166 389.77 0.165 389.81 0.165 390.43 0.166

ACF 30 CONDUCTORES DE AAAC Y ACCESORIOS 100.00% 372.65 0.128 361.48 0.124 363.47 0.125 362.71 0.125 359.43 0.123 360.41 0.124 358.60 0.123 360.20 0.124 361.46 0.124 360.86 0.124 358.48 0.123 356.00 0.122 354.97 0.122 355.30 0.122 357.53 0.123

EQT 11

EQUIPOS DE PROTECCIÓN 1.01% 250.31 0.135 236.18 0.127 237.25 0.128 236.59 0.128 234.86 0.127 234.70 0.127 233.46 0.126 235.27 0.127 235.68 0.127 235.77 0.127 234.77 0.127 233.11 0.126 232.11 0.125 232.19 0.125 233.36 0.126AISLADORES Y ACCESORIOS 36.75%CRUCETAS DE PERFIL DE FIERRO 0.10%RETENIDAS Y ANCLAJES 26.03%FERRETERIA PARA POSTES Y CRUCETAS 8.16%CONDUCTOR DE COBRE Y ACCESORIOS 13.51%MATERIAL PARA PUESTA A TIERRA 14.45%

J 47MONTAJE ELECTROMECANICO 81.36% 397.23 0.416 413.41 0.433 413.41 0.433 413.41 0.433 415.58 0.435 415.58 0.435 415.58 0.435 415.58 0.435 415.58 0.435 415.58 0.435 430.83 0.451 430.83 0.451 430.83 0.451 430.83 0.451 430.83 0.451TRANSPORTE 18.64%

GU 39 GASTOS GENERALES Y UTILIDADES 100.00% 346.69 0.157 346.74 0.157 346.35 0.157 347.45 0.157 348.48 0.158 349.61 0.158 350.59 0.159 350.68 0.159 351.51 0.159 352.39 0.160 353.67 0.160 354.62 0.161 354.51 0.161 354.01 0.160 354.04 0.160

COEFICIENTE: K 1.000 1.002 1.005 1.004 1.004 1.006 1.005 1.010 1.011 1.012 1.027 1.026 1.024 1.023 1.026

FORMULA K: 0.164 PCr/PCo + 0.128 DIr/DIo + 0.135 AEr/AEo + 0.416 Jr/Jo + 0.157 GGr/GGo

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS, PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGIÓN ANCASH

Mono-mio

FORMULA POLINOMICA DE REAJUSTE

CONTRATO : S/NSECCION: LINEAS PRIMARIAS

IUP Concepto

P 62 POSTES Y CRUCETAS

ACF 30 CONDUCTORES DE AAAC Y ACCESORIOS

EQT 11

EQUIPOS DE PROTECCIÓN AISLADORES Y ACCESORIOSCRUCETAS DE PERFIL DE FIERRORETENIDAS Y ANCLAJESFERRETERIA PARA POSTES Y CRUCETASCONDUCTOR DE COBRE Y ACCESORIOSMATERIAL PARA PUESTA A TIERRA

J 47MONTAJE ELECTROMECANICOTRANSPORTE

GU 39 GASTOS GENERALES Y UTILIDADES

COEFICIENTE: K

FORMULA


Mono-mio

Cuadro Nº 06-A

Dec-10

INDI VALR

390.86 0.166

358.95 0.123

234.19 0.126

430.83 0.451

354.67 0.161

1.027

Cuadro Nº 06-A


CONTRATO : S/N CONTRATISTA: CONSORCIO SAN LUIS Dpto ANCASHSECCION: REDES PRIMARIAS

IUP Concepto IncidenciaBase Junio-2009 Oct-09 Nov-09 Dec-09 Jan-10 Feb-10 Mar-10 Apr-10 May-10 Jun-10 Jul-10 Aug-10 Sep-10 Oct-10 Nov-10 Dec-10

(%) Indice Coef. INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR

PC 62 POSTES Y CRUCETAS 100.00% 386.55 0.121 379.94 0.119 380.68 0.119 380.22 0.119 380.65 0.119 381.07 0.119 381.47 0.119 389.89 0.122 392.25 0.123 392.11 0.123 391.17 0.122 390.29 0.122 389.77 0.122 389.81 0.122 390.43 0.122 390.86 0.122

DI 30 CONDUCTORES DE AAAC Y ACCESORIOS 100.00% 372.65 0.053 361.48 0.051 363.47 0.052 362.71 0.052 359.43 0.051 360.41 0.051 358.60 0.051 360.20 0.051 361.46 0.051 360.86 0.051 358.48 0.051 356.00 0.051 354.97 0.050 355.30 0.051 357.53 0.051 358.95 0.051

EN 48 TRANSFORMADORES DE DISTRIBUCIÓN Y TABLEROS 100.00% 336.04 0.269 330.43 0.265 330.19 0.264 329.98 0.264 329.61 0.264 334.95 0.268 334.22 0.268 334.24 0.268 334.68 0.268 334.06 0.267 333.52 0.267 332.05 0.266 330.41 0.264 330.88 0.265 331.70 0.266 332.35 0.266

AE 11

EQUIPOS DE PROTECCIÓN 19.12% 250.31 0.130 236.18 0.123 237.25 0.123 236.59 0.123 234.86 0.122 234.70 0.122 233.46 0.121 235.27 0.122 235.68 0.122 235.77 0.122 234.77 0.122 233.11 0.121 232.11 0.121 232.19 0.121 233.36 0.121 234.19 0.122

AISLADORES Y ACCESORIOS 20.72%

CRUCETAS DE PERFIL DE FIERRO 1.79%

RETENIDAS Y ANCLAJES 13.12%

FERRETERIA PARA POSTES Y CRUCETAS 7.84%

CONDUCTOR DE COBRE Y ACCESORIOS 8.95%

CABLES DE ENERGÍA 5.52%

MATERIAL PARA PUESTA A TIERRA 22.93%

J 47MANO DE OBRA 76.58% 397.23 0.270 413.41 0.281 413.41 0.281 413.41 0.281 415.58 0.282 415.58 0.282 415.58 0.282 415.58 0.282 415.58 0.282 415.58 0.282 430.83 0.293 430.83 0.293 430.83 0.293 430.83 0.293 430.83 0.293 430.83 0.293

MONTAJE ELECTROMECANICO 23.42%

GG 39 GASTOS GENERALES Y UTILIDADES 100.00% 346.69 0.157 346.74 0.157 346.35 0.157 347.45 0.157 348.48 0.158 349.61 0.158 350.59 0.159 350.68 0.159 351.51 0.159 352.39 0.160 353.67 0.160 354.62 0.161 354.51 0.161 354.01 0.160 354.04 0.160 354.67 0.161

COEFICIENTE: K 1.000 0.996 0.996 0.996 0.996 1.000 1.000 1.004 1.005 1.005 1.015 1.014 1.011 1.012 1.013 1.015

FORMULA K: 0.121 PCr/PCo + 0.053 DIr/DIo + 0.130 AEr/AEo + 0.269 ENr/ENo + 0.270 Jr/Jo + 0.157 GGr/GGo


Mono-mio


CONTRATO : S/N CONTRATISTA: CONSORCIO SAN LUIS Dpto ANCASH

SECCION: REDES SECUNDARIAS

IUP Concepto IncidenciaBase Junio-2009 Oct-09 Nov-09 Dec-09 Jan-10 Feb-10 Mar-10 Apr-10 May-10 Jun-10 Jul-10 Aug-10 Sep-10 Oct-10 Nov-10 Dec-10

(%) Indice Coef. INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI VALR INDI

PC 62 POSTES DE CONCRETO 100.00% 386.55 0.170 379.94 0.167 380.68 0.167 380.22 0.167 380.65 0.167 381.07 0.168 381.47 0.168 389.89 0.171 392.25 0.173 392.11 0.172 391.17 0.172 390.29 0.172 389.77 0.171 389.81 0.171 390.43 0.172 390.86

DI 30CABLES Y CONDUCTORES DE ALUMINIO 56.00% 372.65 0.206 361.48 0.200 363.47 0.201 362.71 0.201 359.43 0.199 360.41 0.199 358.60 0.198 360.20 0.199 361.46 0.200 360.86 0.199 358.48 0.198 356.00 0.197 354.97 0.196 355.30 0.196 357.53 0.198 358.95

CONEXIONES DOMICILIARIAS 44.00%

FE 2

LUMINARIAS, LAMPARAS Y ACCESORIOS 17.10% 460.84 0.155 458.20 0.154 459.08 0.154 450.58 0.152 446.12 0.150 445.81 0.150 452.81 0.152 480.58 0.162 518.10 0.174 518.90 0.175 515.98 0.174 512.32 0.172 512.17 0.172 517.91 0.174 520.51 0.175 522.36ACCESORIOS PARA CABLES AUTOPORTAN 9.90%RETENIDAS Y ANCLAJES 24.80%ACCESORIOS DE FERRETERIA PARA ESTR 12.10%

CABLES Y CONDUCTORES DE COBRE 29.50%

PUESTA A TIERRA 6.70%

J 47MONTAJE ELECTROMECANICO 72.30% 397.23 0.312 413.41 0.325 413.41 0.325 413.41 0.325 415.58 0.326 415.58 0.326 415.58 0.326 415.58 0.326 415.58 0.326 415.58 0.326 430.83 0.338 430.83 0.338 430.83 0.338 430.83 0.338 430.83 0.338 430.83

TRANSPORTE 27.70%

GG 39 GASTOS GENERALES Y UTILIDADES 100.00% 346.69 0.157 346.74 0.157 346.35 0.157 347.45 0.157 348.48 0.158 349.61 0.158 350.59 0.159 350.68 0.159 351.51 0.159 352.39 0.160 353.67 0.160 354.62 0.161 354.51 0.161 354.01 0.160 354.04 0.160 354.67

COEFICIENTE: K 1.000 1.003 1.004 1.002 1.000 1.001 1.003 1.017 1.032 1.032 1.042 1.040 1.038 1.039 1.043

FORMULA K: 0.170 PCr/PCo + 0.206 DIr/DIo + 0.155 FEr/FEo + 0.312 Jr/Jo + 0.157 GGr/GGo

Cuadro Nº 06-B


Mono-mio

FORMULA POLINOMICA DE REAJUSTE

CONTRATO : S/N


IUP Concepto

PC 62 POSTES DE CONCRETO

DI 30CABLES Y CONDUCTORES DE ALUMINIO

CONEXIONES DOMICILIARIAS

FE 2

LUMINARIAS, LAMPARAS Y ACCESORIOSACCESORIOS PARA CABLES AUTOPORTANRETENIDAS Y ANCLAJESACCESORIOS DE FERRETERIA PARA ESTR

CABLES Y CONDUCTORES DE COBRE

PUESTA A TIERRA

J 47MONTAJE ELECTROMECANICO

TRANSPORTE

GG 39 GASTOS GENERALES Y UTILIDADES

COEFICIENTE: K

FORMULA


Mono-mio

Dec-10

VALR

0.172

0.198

0.176

0.338

0.161

1.045

Cuadro Nº 06-B

( EN NUEVOS SOLES )



VAL Nº MES/AÑO AMORTIZACIÓN

SECCION: LINEAS PRIMARIAS Monto MONTO DEL PRESUPUESTO CONTRATADO (SIN IGV) MONTO DEL ADELANTO DIRECTO CANCELADO Fecha Adelanto Directo

CONTRATO PRINCIPAL

1 Nov-09 9,139.66 1.005 0.00 0.00

2 Dec-09 10,721.52 1.004 0.00 0.00

3 Jan-10 1,705.14 1.004 0.00 0.00

4 Apr-10 0.00 1.010 0.00 0.00

5 May-10 0.00 1.011 0.00 0.00

6 Jun-10 20,893.11 1.012 0.00 0.00

7 Jul-10 41,698.43 1.027 0.00 0.00

8 Aug-10 105,809.59 1.026 0.00 0.00

9 Sep-10 30,072.08 1.024 0.00 0.00

10 Oct-10 24,432.53 1.023 0.00 0.00

Cierre -Liquidac. Nov-10 52,291.94 1.026 0.00 0.00 0.00 0.00

TOTAL LP 296,764.00 0.00 0.00

AMORTIZACION DEL ADELANTO DIRECTO Y DEDUCCION DEL REAJUSTE QUE NO CORRESPONDE CONCEDIDO AL CONTRATISTA

Cuadro Nº 05

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS, PROVINCIA

DE CARLOS FERMÍN FITZCARRALD - REGIÓN ANCASH

MONTO VALORIZADO ( SIN IGV )

FACTOR DE REAJUSTE

REAJUSTE QUE NO CORRESP

ONDE

( EN NUEVOS SOLES )





Cuadro Nº 05




FACTOR DE REAJUSTE


ONDE


SECCION: REDES PRIMARIAS Monto MONTO DEL PRESUPUESTO CONTRATADO (SIN IGV) MONTO DEL ADELANTO DIRECTO CANCELADO Fecha Adelanto Directo

CONTRATO PRINCIPAL

1 Nov-09 5,347.66 0.996 0.00 0.00

2 Dec-09 8,227.17 0.996 0.00 0.00

3 Jan-10 0.00 0.996 0.00 0.00

4 Apr-10 0.00 1.004 0.00 0.00

5 May-10 0.00 1.005 0.00 0.00

6 Jun-10 16,626.50 1.005 0.00 0.00

7 Jul-10 208,248.26 1.015 0.00 0.00

8 Aug-10 147,561.87 1.014 0.00 0.00

9 Sep-10 101,423.53 1.011 0.00 0.00

10 Oct-10 184,098.83 1.012

Cierre -Liquidac. Nov-10 18,454.24 1.013

TOTAL RP 689,988.06 0.00 0.00


FACTOR DE REAJUSTE


ONDE

( EN NUEVOS SOLES )





Cuadro Nº 05




FACTOR DE REAJUSTE


ONDE

SECCION: REDES SECUNDARIAS MONTO DEL PRESUPUESTO CONTRATADO (SIN IGV) MONTO DEL ADELANTO DIRECTO CANCELADO Fecha Adelanto Directo

CONTRATO PRINCIPAL

1 Nov-09 7,002.44 1.004 0.00 0.00

2 Dec-09 82,797.13 1.002 0.00 0.00

3 Jan-10 228,351.86 1.000 0.00 0.00

4 Apr-10 368,604.38 1.017 0.00 0.00

5 May-10 213,497.59 1.032 0.00 0.00

6 Jun-10 343,539.61 1.032 0.00 0.00

7 Jul-10 157,636.43 1.042 0.00 0.00

8 Aug-10 679,772.64 1.040 0.00 0.00

9 Sep-10 355,521.22 1.038 0.00 0.00

10 Oct-10 390,651.05 1.039

Cierre -Liquidac. Nov-10 -234,720.67 1.043

TOTAL RS 2,592,653.68 0.00 0.00

( EN NUEVOS SOLES )





Cuadro Nº 05




FACTOR DE REAJUSTE


ONDE

SECCION: TODAS MONTO DEL PRESUPUESTO CONTRATADO (SIN IGV) MONTO DEL ADELANTO DIRECTO CANCELADO Fecha Adelanto Directo

CONTRATO PRINCIPAL

1 Nov-09 21,489.77 0.00 0.00

2 Dec-09 101,745.82 0.00 0.00

3 Jan-10 230,056.99 0.00 0.00

4 Apr-10 368,604.38 0.00 0.00

5 May-10 213,497.59 0.00 0.00

6 Jun-10 381,059.23 0.00 0.00

7 Jul-10 407,583.12 0.00 0.00

8 Aug-10 933,144.10 0.00 0.00

9 Sep-10 487,016.83 0.00 0.00

10 Oct-10 599,182.41 Cierre -Liquidac. Nov-10 -163,974.50 390,651.05

TOTAL GENERAL 3,579,405.75 0.00

Cuadro Nº 04-B

REAJUSTES Y CONTROL DE EXCESO DE REAJUSTE POR AVANCE DE OBRA ( EN NUEVOS SOLES )

LICITACION PUBLICA Nº: 04 – 2009 – MP – CFF – SL / CE

CONTRATO : S/N


SECCION: LP, RP Y RS

AVANCES REAJUSTES

VAL Nº MES/AÑO PROGRAMADO REAL % AVANCE PROGRAMADO REAL

CONTRATO PRINCIPAL Reajuste Reconocido

CONTRATO PRINCIPAL1 Nov-09 21489.76 21489.77 21489.76 21489.77 1.00 AD 54.54 52.32 54.54 52.32 52.322 Dec-09 103730.73 101745.81 125220.49 123235.58 0.98 AT 103.66 175.57 158.20 227.89 103.66

3 Jan-10 241439.70 230056.98 366660.19 353292.56 0.96 AT -93.82 6.82 64.38 234.71 -93.82

4 Apr-10 401236.42 368604.38 767896.60 721896.94 0.94 AT 5096.82 6266.27 5161.21 6500.98 5096.82

5 May-10 280175.96 213497.59 1048072.56 935394.53 0.89 AT 5297.70 6831.92 10458.90 13332.90 5297.70

6 Jun-10 467457.40 381059.23 1515529.97 1316453.76 0.87 AT 9490.74 11327.12 19949.64 24660.02 9490.74

7 Jul-10 529178.02 407583.12 2044707.98 1724036.88 0.84 AT 14415.42 10870.31 34365.06 35530.33 10870.31

8 Aug-10 1254717.17 1095475.66 3299425.15 2819512.54 0.85 AT 36867.93 32007.83 71232.98 67538.16 32007.83

9 Sep-10 1125441.79 865016.12 4424866.94 3684528.66 0.83 AT 27213.76 15347.20 98446.74 82885.36 15347.20

10 Oct-10 661793.77 321470.47 5086660.71 4005999.13 0.79 AT 10375.68 18006.53 108822.42 100891.88 18006.53Cierre -Liquidac. Nov-10 483141.36 113125.28 5569802.07 4119124.42 0.74 AT 4027.30 -8493.49 112849.72 92398.39 -8493.49

Mayores MetradosADICIONAL Nov-10 772948.23 392483.27 6342750.30 4511607.69 0.71 AT 11449.99 11449.99 124299.72 103848.38 11449.99

TOTAL R.P. 5569802.07 4119124.42 124299.72 103848.38 99135.78


PROGRAMADO ACUMULADO

REAL ACUMULADO

ESTADO DE LA OBRA


REAL ACUMULADO

DEDUCCIÓN EXCESO DE REAJUSTE

Cuadro Nº 04-A



CONTRATO : S/N


SECCION: LINEAS PRIMARIAS

AVANCES REAJUSTES

VAL Nº MES/AÑO PROGRAMADO REAL REAL ACUMULADO % AVANCE PROGRAMADO REAL


CONTRATO PRINCIPAL1 Nov-09 1984.91 9139.66 1984.91 9139.66 4.60 1.005 9.92 45.70 9.92 45.70 45.702 Dec-09 9397.80 10721.52 11382.71 19861.19 1.74 1.004 37.59 42.89 47.52 88.58 42.89

3 Jan-10 21249.33 1705.14 32632.04 21566.32 0.66 1.004 85.00 6.82 132.51 95.40 6.82

4 Apr-10 34046.32 0.00 66678.37 21566.32 0.32 1.010 340.46 0.00 472.98 95.40 0.00

5 May-10 19719.81 0.00 86398.18 21566.32 0.25 1.011 216.92 0.00 689.89 95.40 0.00

6 Jun-10 35196.72 20893.11 121594.90 42459.44 0.35 1.012 422.36 250.72 1112.25 346.12 250.72

7 Jul-10 37646.62 41698.43 159241.51 84157.86 0.53 1.027 1016.46 1125.86 2128.71 1471.98 1125.86

8 Aug-10 101184.15 105809.59 260425.66 189967.46 0.73 1.026 2630.79 2751.05 4759.50 4223.03 2751.05

9 Sep-10 79897.64 30072.08 340323.30 220039.53 0.65 1.024 1917.54 721.73 6677.04 4944.76 721.73

10 Oct-10 29692.78 24432.53 370016.08 244472.07 0.66 1.023 682.93 561.95 7359.98 5506.71 561.95Cierre -Liquidac. Nov-10 10448.88 52291.94 380464.96 296764.00 0.78 1.026 271.67 1359.59 7631.65 6866.30 1359.59

Mayores Metrados 0.00ADICIONAL Nov-10 212950.40 212950.40 593415.36 509714.40 0.86 1.026 5536.71 5536.71 5536.71 5536.71 5536.71

TOTAL R.P. 380464.96 296764.00 13168.36 12403.01 12403.01



FACTOR DE REAJUSTE


REAL ACUMULADO


Cuadro Nº 04-A



CONTRATO : S/N


SECCION: REDES PRIMARIAS

AVANCES REAJUSTES

VAL Nº MES/AÑO PROGRAMADO REAL REAL ACUMULADO % AVANCE PROGRAMADO REAL


CONTRATO PRINCIPAL1 Nov-09 4175.76 5347.66 4175.76 5347.66 128.06% 0.996 -16.70 -21.39 -16.70 -21.39 -21.392 Dec-09 19770.65 8227.17 23946.41 13574.83 56.69% 0.996 -79.08 -32.91 -95.79 -54.30 -79.08

3 Jan-10 44703.32 0.00 68649.73 13574.83 19.77% 0.996 -178.81 0.00 -274.60 -54.30 -178.81

4 Apr-10 71625.03 0.00 140274.77 13574.83 9.68% 1.004 286.50 0.00 11.90 -54.30 0.00

5 May-10 41485.60 0.00 181760.36 13574.83 7.47% 1.005 207.43 0.00 219.33 -54.30 0.00

6 Jun-10 74045.19 16626.50 255805.55 30201.33 11.81% 1.005 370.23 83.13 589.56 28.83 83.13

7 Jul-10 79199.15 208248.26 335004.70 238449.60 71.18% 1.015 1187.99 3123.72 1777.54 3152.56 1187.99

8 Aug-10 212866.38 147561.87 547871.09 386011.47 70.46% 1.014 2980.13 2065.87 4757.67 5218.42 2065.87

9 Sep-10 168084.84 101423.53 715955.93 487434.99 68.08% 1.011 1848.93 1115.66 6606.61 6334.08 1115.66

10 Oct-10 62466.25 184098.83 778422.18 671533.82 86.27% 1.012 749.60 2209.19 7356.20 8543.27 749.60Cierre -Liquidac. Nov-10 21981.84 18454.24 800404.02 689988.06 86.20% 1.013 285.76 239.91 7641.96 8783.17 239.91

Mayores Metrados 0.00ADICIONAL Nov-10 60221.10 60221.10 860625.12 750209.16 87.17% 1.013 782.87 782.87 782.87 782.87 782.87

TOTAL R.P. 800404.02 689988.06 8424.84 9566.05 5945.73



FACTOR DE REAJUSTE


REAL ACUMULADO DEDUCCIÓN EXCESO DE

REAJUSTE

Cuadro Nº 04-B



CONTRATO : S/N



AVANCES REAJUSTES

VAL Nº MES/AÑO PROGRAMADO REAL % AVANCE PROGRAMADO REAL


CONTRATO PRINCIPAL1 Nov-09 15329.09 7002.44 15329.09 7002.44 0.46 1.004 61.32 28.01 61.32 28.01 28.012 Dec-09 72577.36 82797.13 87906.45 89799.57 1.02 1.002 145.15 165.59 206.47 193.60 165.59

3 Jan-10 164104.34 228351.86 252010.79 318151.42 1.26 1.000 0.00 0.00 206.47 193.60 0.00

4 Apr-10 262933.02 368604.38 514943.80 686755.80 1.33 1.017 4469.86 6266.27 4676.33 6459.87 6266.27

5 May-10 152292.19 213497.59 667235.99 900253.40 1.35 1.032 4873.35 6831.92 9549.68 13291.79 6831.92

6 Jun-10 271817.32 343539.61 939053.31 1243793.01 1.32 1.032 8698.15 10993.27 18247.83 24285.06 10993.27

7 Jul-10 290737.35 157636.43 1229790.66 1401429.44 1.14 1.042 12210.97 6620.73 30458.80 30905.79 6620.73

8 Aug-10 781425.13 679772.64 2011215.79 2081202.08 1.03 1.040 31257.01 27190.91 61715.81 58096.70 27190.91

9 Sep-10 617033.64 355521.22 2628249.43 2436723.30 0.93 1.038 23447.28 13509.81 85163.09 71606.51 13509.81

10 Oct-10 229311.44 390651.05 2857560.87 2827374.35 0.99 1.039 8943.15 15235.39 94106.24 86841.90 15235.39Cierre -Liquidac. Nov-10 80694.57 -234720.67 2938255.43 2592653.68 0.88 1.043 3469.87 -10092.99 97576.11 76748.91 -10092.99

Mayores MetradosADICIONAL Nov-10 119311.77 119311.77 3057567.20 2711965.45 0.89 1.043 5130.41 5130.41 102706.52 81879.32 5130.41

TOTAL R.P. 2938255.43 2592653.68 102706.52 81879.32 81879.32



REAL ACUMULADO

FACTOR DE REAJUSTE


REAL ACUMULADO


CALCULO DE REINTEGRO DE REAJUSTES(Con los K del mes siguiente a la valorización)

CONTRATO PRINCIPAL

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS,

PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGIÓN ANCASH


CONTRATO : S/N


(*) factores "K-1" mal calculados para el mes de Mayo, usado en la Valorización 06 del mes de Junio

(**) No se valorizó los meses de Febrero y Marzo, pero se usó los índices del mes de Marzo para hallar el "K" del mes de Abril en la valorización pagada

Val. Nº Fechak - 1

Deducciones por Adelantos

En efectivo Para Mater.

A B C D E F = D * E G H = G - F I J L = H + I + J

GLOBAL 3,684,528.66 3,743,380.24 90,618.98 97,271.57 6,652.59 0.00 0.00 6,652.59

TOTAL LP, RP Y RS 3,684,528.66 3,743,380.24 90,618.98 97,271.57 6,652.59 0.00 0.00 6,652.59

1 Nov-09 21,489.76 21,489.77 0.048 17.90 52.32 34.42

2 Dec-09 101,745.81 101,745.82 0.004 351.89 129.39 -222.50

3 Jan-10 230,056.98 230,056.99 0.004 463.52 -171.99 -635.51

4 Apr-10 368,604.38 368,604.38 #REF! 1,105.81 6,266.27 5,160.46

5 May-10 213,497.59 213,497.59 3,629.46 6,831.92 3,202.46

6 Jun-10 381,059.23 381,059.23 10,964.81 11,327.12 362.31

7 Jul-10 407,583.12 407,583.12 6,585.99 8,934.58 2,348.59

8 Aug-10 1,095,475.66 933,144.10 33,620.74 32,007.83 -1,612.91

9 Sep-10 865,016.12 487,016.83 16,422.65 15,347.20 -1,075.45

10 Oct-10 321,470.47 599,182.41 17,456.21 16,546.94 -909.27

TOTAL DE REINTEGRO DEL CONTRATO PRINCIPAL 90,618.98 97,271.57 6,652.59 0.00 0.00 6,652.59

Valorización

Programada

Valorización

RealReajuste

ConcedidoReajuste que Corresponde

Reintegro de Reajuste

Reintegro

Autorizado Neto

Val. Nº Fechak - 1




GLOBAL 260,425.66 244,472.07 4,177.41 5,506.71 1,329.30 0.00 0.00 1,329.30

LINEAS PRIMARIAS 260,425.66 244,472.07 4,177.41 5,506.71 1,329.30 0.00 0.00 1,329.30

0 Oct-09 0.002

1 Nov-09 1,984.91 9,139.66 0.005 18.28 45.70 27.42

2 Dec-09 9,397.80 10,721.52 0.004 53.61 42.89 -10.72

3 Jan-10 21,249.33 1,705.14 0.004 6.82 6.82 0.00

(**) Mar-10 0.005

4 Apr-10 34,046.32 0.00 0.010 0.00 0.00 0.00

5 May-10 19,719.81 0.00 -0.03(*) 0.00 0.00 0.00

6 Jun-10 35,196.72 20,893.11 0.012 -626.79 250.72 877.51

7 Jul-10 37,646.62 41,698.43 0.027 500.38 1,125.86 625.48

8 Aug-10 101,184.15 105,809.59 0.026 2,856.86 2,751.05 -105.81

9 Sep-10 79,897.64 30,072.08 0.024 781.87 721.73 -60.14

10 Oct-10 29,692.78 24,432.53 0.023 586.38 561.95 -24.43

TOTAL REINTEGRO LP 4,177.41 5,506.71 1,329.30 0.00 0.00 1,329.30

Valorización

Programada

Valorización

RealReajuste



Reintegro

Autorizado Neto

Val. Nº Fechak - 1




GLOBAL 547,871.09 671,533.82 6,213.10 4,922.95 -1,290.15 0.00 0.00 -1,290.15

REDES PRIMARIAS 547,871.09 671,533.82 6,213.10 4,922.95 -1,290.15 0.00 0.00 -1,290.15

0 Oct-09 -0.004

1 Nov-09 4,175.76 5,347.66 -0.004 -21.39 -21.39 0.00

2 Dec-09 19,770.65 8,227.17 -0.004 -32.91 -79.08 -46.17

3 Jan-10 44,703.32 0.00 -0.004 0.00 -178.81 -178.81

(**) Mar-10 0.000

4 Apr-10 71,625.03 0.00 0.004 0.00 0.00 0.00

5 May-10 41,485.60 0.00 -0.026(*) 0.00 0.00 0.00

6 Jun-10 74,045.19 16,626.50 0.005 -432.29 83.13 515.42

7 Jul-10 79,199.15 208,248.26 0.015 1,041.24 1,187.99 146.75

8 Aug-10 212,866.38 147,561.87 0.014 2,213.43 2,065.87 -147.56

9 Sep-10 168,084.84 101,423.53 0.011 1,419.93 1,115.66 -304.27

10 Oct-10 62,466.25 184,098.83 0.012 2,025.09 749.60 -1,275.49

TOTAL REINTEGRO RP 6,213.10 4,922.95 -1,290.15 0.00 0.00 -1,290.15

Valorización

Programada

Valorización

RealReajuste



Reintegro

Autorizado Neto

Val. Nº Fechak - 1




GLOBAL 2,011,215.79 2,827,374.35 80,228.47 86,841.90 6,613.43 0.00 0.00 6,613.43

REDES SECUNDARIAS 2,011,215.79 2,827,374.35 80,228.47 86,841.90 6,613.43 0.00 0.00 6,613.43

0 Oct-09 0.003

1 Nov-09 15,329.09 7,002.44 0.004 21.01 28.01 7.00

2 Dec-09 72,577.36 82,797.13 0.002 331.19 165.59 -165.60

3 Jan-10 164,104.34 228,351.86 0.000 456.70 0.00 -456.70

(**) Mar-10 0.003

4 Apr-10 262,933.02 368,604.38 0.017 1,105.81 6,266.27 5,160.46

5 May-10 152,292.19 213,497.59 -0.035(*) 3,629.46 6,831.92 3,202.46

6 Jun-10 271,817.32 343,539.61 0.032 12,023.89 10,993.27 -1,030.62

7 Jul-10 290,737.35 157,636.43 0.042 5,044.37 6,620.73 1,576.36

8 Aug-10 781,425.13 679,772.64 0.040 28,550.45 27,190.91 -1,359.54

9 Sep-10 617,033.64 355,521.22 0.038 14,220.85 13,509.81 -711.04

10 Oct-10 229,311.44 390,651.05 0.039 14,844.74 15,235.39 390.65

TOTAL REINTEGRO RS 80,228.47 86,841.90 6,613.43 0.00 0.00 6,613.43

Valorización

Programada

Valorización

RealReajuste



Reintegro

Autorizado Neto

Val. Nº Fechak - 1




GLOBAL 817,397.26 457,017.55 3,720.04 2,956.50 -763.54 0.00 0.00 -763.54

LP, RP Y RS 817,397.26 457,017.55 3,720.04 2,956.50 -763.54 0.00 0.00 -763.54

LINEA PRIMARIA

ADICIONAL Nov-10 212,950.40 212,950.40 0.026 5,536.71 5,536.71 0.00

REDES PRIMARIAS

ADICIONAL Nov-10 60,221.10 60,221.10 0.013 782.87 782.87 0.00

REDES SECUNDARIAS

ADICIONAL Nov-10 119,311.77 119,311.77 0.043 5,130.41 5,130.41 0.00

392,483.27 392,483.27 0.08 11,449.99 11,449.99 0.00 0.00 0.00 0.00

VAL CIERRE LP

Cierre -Liquidac. Nov-10 10,448.88 52,291.94 0.026 1,202.71 1,359.59 156.88

VAL CIERRE RP

Cierre -Liquidac. Nov-10 21,981.84 18,454.24 0.013 221.45 239.91 18.46

VAL CIERRE RS

Cierre -Liquidac. Nov-10 80,694.57 -234,720.67 0.043 -9,154.11 -10,092.99 -938.88

113,125.28 -163,974.50 0.08 -7,729.95 -8,493.49 -763.54 0.00 0.00 -763.54

TOTAL REINTEGRO DEL ADICIONAL 3,720.04 2,956.50 -763.54 0.00 0.00 -763.54

Valorización

Programada

Valorización

RealReajuste



Reintegro

Autorizado Neto

RESUMEN DE PAGOS EFECTUADOS

Cuadro Nº 03

( EN NUEVOS SOLES )


CONTRATO : S/N


MES DESCRIPCIÓN

AMORTIZACIONES

IGV

COMPROB. DE PAGO

FACTURA

A. DIRECTO A. MATERI. Nº F. PAGO

ADELANTOS

Adelanto DirectoTotal Adelanto Directo

Adelanto de MaterialesTotal Adelanto Materiales

TOTAL ADELANTOS

VALORIZACIONES

CONTRATO PRINCIPAL

Nov-09 Valorización 01 21489.77 17.90 0.00 0.00 21507.67 4086.46 25594.13 25594.13 008 001-00014Dec-09 Valorización 02 101745.82 351.89 0.00 0.00 102097.71 19398.57 121496.27 121496.27 007 001-00013Jan-10 Valorización 03 230056.99 463.52 0.00 0.00 230520.51 43798.90 274319.41 274319.41 009 001-00012Apr-10 Valorización 04 368604.38 1105.81 369710.19 70244.94 439955.13 439955.13 0010 001-00016May-10 Valorización 05 213497.59 3629.46 217127.05 41254.14 258381.19 258381.19 0011 001-00019Jun-10 Valorización 06 381059.23 10964.81 392024.04 74484.57 466508.61 466508.61 0012 001-00020Jul-10 Valorización 07 407583.12 6585.99 414169.11 78692.13 492861.24 492861.24 0015 001-00024Aug-10 Valorización 08 933144.10 33620.74 966764.84 183685.32 1150450.16 1150450.16 0016 001-00026Sep-10 Valorización 09 487016.83 16422.65 503439.48 95653.50 599092.98 599092.98

Oct-10 Valorización 10 599182.41 17456.21 616638.62 117161.34 733799.96 733799.96

Total Contrato Principal 3743380.24 0.00 0.00 3833999.22 728459.87 4562459.08 0.00 0.00 4562459.08

ADICIONAL Nº 01

0.00 0.00 0.00 0.00 0.00 0.00

Total Adicional Nº 01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL GENERAL 3,743,380.24 90,618.98 0.00 0.00 3,833,999.22 728,459.87 4,562,459.08 0.00 0.00 4,562,459.08


MONTO BRUTO VALORIZADO

REAJUSTE BRUTO

VALORIZACIÓN NETA

TOTAL FACTURADO

RETENCION DEL 10% POR GARANTIA DE

FIEL CUMPLIMIENTOOTROS

DESCUENTOSNETO A

PAGAR

RESUMEN DE VALORIZACIONES REPROCESADAS

Cuadro Nº 02-A

( EN NUEVOS SOLES )


CONTRATO : S/N


SECCION: LINEAS PRIMARIAS

VAL Nº MES/AÑO VALOR. REAJUSTE REAJUSTE QUE NO CORRESPONDE VALORIZACION AMORTIZACIONES VALORIZACION

MENSUAL BRUTO POR ADEL. POR ADEL. EXCESO DE BRUTA ADELANTO ADELANTO NETA

DIRECTO MATER. REAJUSTE DIRECTO MATERIALES SIN IGV

CONTRATO PRINCIPAL 1 Nov-09 9139.66 45.70 0.00 0.00 9185.36 0.00 0.00 9185.362 Dec-09 10721.52 42.89 0.00 0.00 10764.41 0.00 0.00 10764.413 Jan-10 1705.14 6.82 0.00 0.00 1711.96 0.00 0.00 1711.964 Apr-10 0.00 0.00 0.00 0.005 May-10 0.00 0.00 0.00 0.006 Jun-10 20893.11 250.72 21143.83 21143.837 Jul-10 41698.43 1125.86 42824.29 42824.298 Aug-10 105809.59 2751.05 108560.64 108560.649 Sep-10 30072.08 721.73 30793.81 30793.81

10 Oct-10 24432.53 561.95 24994.48 24994.48Cierre -Liquidac. Nov-10 52291.94 1359.59 0.00 0.00 53651.53 0.00 0.00 53651.53

Mayores Metrados 0.00 0.00 0.00 0.00ADICIONAL Nov-10 212950.40 5536.71 218487.11 218487.11

TOTAL RP 509714.40 12403.01 0.00 0.00 522117.42 0.00 0.00 522117.42



Cuadro Nº 02-A

( EN NUEVOS SOLES )


CONTRATO : S/N


SECCION: REDES PRIMARIAS




CONTRATO PRINCIPAL 1 Nov-09 5347.66 -21.39 0.00 0.00 5326.27 0.00 0.00 5326.272 Dec-09 8227.17 -79.08 0.00 0.00 8148.09 0.00 0.00 8148.093 Jan-10 0.00 -178.81 0.00 0.00 -178.81 0.00 0.00 -178.814 Apr-10 0.00 0.00 0.00 0.005 May-10 0.00 0.00 0.00 0.006 Jun-10 16626.50 83.13 16709.63 16709.637 Jul-10 208248.26 1187.99 209436.25 209436.258 Aug-10 147561.87 2065.87 149627.74 149627.749 Sep-10 101423.53 1115.66 102539.18 102539.1810 Oct-10 184098.83 749.60 184848.43 184848.43

Cierre -Liquidac. Nov-10 18454.24 239.91 0.00 0.00 18694.14 0.00 0.00 18694.14Mayores Metrados 0.00 0.00 0.00 0.00

ADICIONAL Nov-10 60221.10 782.87 61003.97 61003.97

TOTAL RP 750209.16 5945.73 0.00 0.00 0.00 756154.90 0.00 0.00 756154.90



Cuadro Nº 02-B

( EN NUEVOS SOLES )


CONTRATO : S/N






CONTRATO PRINCIPAL 1 Nov-09 7002.44 28.01 0.00 0.00 7030.45 0.00 0.00 7030.452 Dec-09 82797.13 165.59 0.00 0.00 82962.72 0.00 0.00 82962.723 Jan-10 228351.86 0.00 0.00 0.00 228351.86 0.00 0.00 228351.864 Apr-10 368604.38 6266.27 374870.65 374870.655 May-10 213497.59 6831.92 220329.51 220329.516 Jun-10 343539.61 10993.27 354532.88 354532.887 Jul-10 157636.43 6620.73 164257.16 164257.168 Aug-10 679772.64 27190.91 706963.55 706963.559 Sep-10 355521.22 13509.81 369031.03 369031.03

10 Oct-10 390651.05 15235.39 405886.44 405886.44Cierre -Liquidac. Nov-10 -234720.67 -10092.99 0.00 0.00 -244813.66 0.00 0.00 -244813.66

Mayores Metrados 0.00 0.00 0.00 0.00ADICIONAL Nov-10 119311.77 5130.41 124442.18 124442.18

TOTAL RS 2711965.45 81879.32 0.00 0.00 0.00 2793844.77 0.00 0.00 2793844.77



Cuadro Nº 02

( EN NUEVOS SOLES )


CONTRATO : S/N


SECCION: TODAS




CONTRATO PRINCIPAL 1 Nov-09 21489.77 52.32 0.00 0.00 0.00 21542.08 0.00 0.00 21542.082 Dec-09 101745.82 129.39 0.00 0.00 0.00 101875.22 0.00 0.00 101875.223 Jan-10 230056.99 -171.99 0.00 0.00 0.00 229885.00 0.00 0.00 229885.004 Apr-10 368604.38 6266.27 374870.65 374870.655 May-10 213497.59 6831.92 220329.51 220329.516 Jun-10 381059.23 11327.12 392386.35 392386.357 Jul-10 407583.12 8934.58 416517.70 416517.708 Aug-10 933144.10 32007.83 965151.93 965151.939 Sep-10 487016.83 15347.20 502364.02 502364.02

10 Oct-10 599182.41 16546.94 615729.35 615729.35Cierre -Liquidac. Nov-10 -163974.50 -8493.49 0.00 0.00 0.00 -172467.99 0.00 0.00 -172467.99

Mayores Metrados Dec-99 0.00 0.00 0.00 0.00ADICIONAL Nov-10 392483.27 11449.99 403933.26 403933.26

TOTAL 3971889.02 100228.07 0.00 0.00 0.00 4072117.08 0.00 0.00 4072117.08


4 CÁLCULO DE LA LIQUIDACION FINAL DEL CONTRATO

Como resultado de la Liquidación practicada, se han obtenido los siguientes montos:

A. Ejecutado Contrato Principal S/. 1,620,116.38 B. Adicionales con Precios Contractuales S/. 392,483.27 C. Adicionales con Precios Pactados S/. - D. Reajustes Netos S/. #REF!E. Gastos Generales por Ampl. De Plazo Nº 01 y Nº 02 S/. - G. I.G.V. (19 % ) S/. #REF!

H. Monto Final del Contrato (A+...+G) incl. IGV S/. #REF!El detalle del monto final del Contrato se describe a continuación:

4.1 Autorizado y Pagado4.1.1 Autorizado (Según Liquidación)

A) ValorizacionesA.1 Contrato Principal S/. 1,620,116.38 A.2 Adicionales con Precios Contractuales S/. 392,483.27 A.3 Adicionales con Precios Pactados S/. - A.4 Gastos Generales por Ampl. De Plazo Nº 01 S/. -

Sub Total A) S/. 2,012,599.65

B) Reajustes Netos #REF!B.1 Contrato Principal S/.B.2 Mayores Metrados S/.B.3 Obra Complementaria S/.

Sub Total B) S/. #REF!

C) Sub total 1 (A+B) S/. #REF!

D) I.G.V. ( 19 % ) S/. #REF!

E) Monto Final del Contrato (C+D) S/. #REF!

4.1.2 Pagado (Registro Contable)F) Valorizaciones

F.1 Contrato Principal S/. 3,743,380.24 F.2 Adicionales Precios Contractuales y Pactados S/. - F.3 Gastos Generales por Ampl. De Plazo Nº 01 S/. - F.4 Gastos Generales por Ampl. De Plazo Nº 02 S/. -

Sub Total F) S/. 3,743,380.24

G) Reajustes Netos 90,618.98 G.1 Contrato Principal S/.Adicionales (incl. May. Met. y Obras Compl.) S/.G.2 Mayores Metrados S/.G.3 Obra Complementaria S/.G.4 Por Mayores Gastos Generales S/.

Sub Total G) S/. 90,618.98

H) Otros S/. -

Sub Total H) S/. -

I) Sub total 2 (F+G+H) S/. 3,833,999.22

J) I.G.V. (19%, según Registro Contable) S/. 728,459.87

K) Monto Total Pagado (I+J) S/. 4,562,459.09

I Saldo a favor del Contratista (E-K) S/. #REF!

4.2 Adelantos (Sin IGV)4.2.1 Pagado

L) Directo (Efectivo) S/. - M) Materiales S/. -

N) Sub Total 3 (L+M) S/. -

4.2.2 AmortizadoO) Directo (Efectivo) S/. - P) Materiales S/. -

Q) Sub Total 4 (O+P) S/. -

II Saldo a favor / contra del Contratista (N-Q) -

4.3 Penalidad (mora entrega de obra) No corresponde R) Aplicada S/. - S) Descontada S/. -

III Saldo a favor / contra del Contratista (R-S) S/. -

4.4 Material DEP/MEM no devuelto por el Contratista No corresponde T) Valorizado S/. - U) Devuelto S/. -

IV Saldo en contra del Contratista (T-U) S/. -

Saldo Final a Favor del Contratista ( I )+(II)+(III)+(IV) S/. #REF!

29 DE 49

Cuadro Nº 01



RESUMEN DE LIQUIDACIÓN FINAL DE CONTRATO( EN NUEVOS SOLES )

ITEM DESCRIPCION SEGÚN LIQUIDACION SALDO

1.0 COSTO DIRECTO DE OBRA

1.1 ADELANTO DIRECTO - - 0.00

1.2 ADELANTO PARA MATERIALES - - 0.00 - -

1.3 VALORIZACIÓN NETA1.3.1 VALORIZACION MENSUAL BASICA

a) Contrato principal 1,620,116.38 3,743,380.24 (2,123,263.86)b) Adicionales - - - b.1 Precios Contractuales - b.2 Precios Pactados - c) Gastos Generales - - - c.1 Por Ampliación de Plazo - - 0.00

1,620,116.38 3,743,380.24 (2,123,263.86)1.3.2 REAJUSTE NETO

a) Reajuste Bruto #REF! 90,618.98 #REF!b)Reajuste No Correspondiente - - - Por Adelanto Directo - Por Adelanto para Materiales - Exceso de Reajuste 0.00

#REF! 90,618.98 #REF!1.3.3 Amortización de Adelanto

a) Por Adelanto Directo - - -

b) Por Adelanto para Materiales - - - - - -

TOTAL COSTO DIRECTO (1.0=1.1+1.2+1.3 ) #REF! 3,833,999.22 #REF!

2.0 IMPUESTO GENERAL A LAS VENTAS (I.G.V.)

Pagado (19%) #REF! 728,459.87 #REF!

TOTAL IGV #REF! 728,459.87 #REF!

TOTAL GENERAL (1.0+2.0) #REF! 4,562,459.09 #REF!

SALDO A FAVOR DEL CONTRATISTA #REF!

COSTO TOTAL DE LA OBRA S/. #REF!

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS,

PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGIÓN ANCASH

PAGOS EFECTUADOS

SISTEMA DE FINANZAS

Reporte de Cartas Fianzas por contrato del 15/11/2009 al 15/02/2012


CONTRATO : S/N

CONTRATO CARTA FIANZA N° MONTOS S/. OBSERVACIONES ESTADO


BANCO EMISOR

FECHA DE INGRESO

VIGENCIA O VENCIMIENTO

TIPO DE CARTA

PENALIDAD POR ATRASO EN LA ENTREGA DE LA OBRA

(En moneda que establece el contrato)


CONTRATO : S/N

4,119,124.41 - #DIV/0! 411,912.44 #DIV/0!

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS, PROVINCIA DE CARLOS FERMÍN

FITZCARRALD - REGIÓN ANCASH

MONTO DEL CONTRATO

(MC)

FECHA DEL TERMINO

CONTRACTUAL

FECHA DEL TERMINO REAL

DIAS DE ATRAZO

(d)

MULTA = MCx28/10000xd

MULTA MAX=10%MC

MULTA POR ATRAZO EN LA

ENTREGA DE LA OBRA

LICITACION PUBLICA Nº: 04 – 2009 – MP – CFF – SL / CE CONTRATO : S/NCONTRATISTA: CONSORCIO SAN LUIS

( EN NUEVOS SOLES )

1.0 DATOS GENERALES

PLAZO (dias calendario)=(p) : 210.00AMPLIACION (dias calendario)=(d) : 80.00R.D. N° :

2 CACULO DE LOS MAYORES GASTOS GENERALES

*Plazo de ejecucion = (a) : 210.00*Costo Directo (vigente) = (b) : 4119124.41*Porcentaje de Gastos Generales = ( c) : 18.00%*Gastos Generales (d) : 741442.39

DONDE:

g= Gastos Generales Diarios 0.38p= Ampliacion de plazo 80.00f= Factor de Relacion 1.00Ir/Io = Indices 39 fecha de aprob. Del g/indice 39 fecha Valor Referencial 1.01

ENTONCES:

*GASTOS GENERALES POR AMPLIACION (K) 30.84

*GASTOS GENERALES POR AMPLIACION DE PLAZO 30.84*IGV (18%) (t) 5.55TOTAL GASTOS GENERALES POR AMPLIACION DE PLAZO N°01 36.39

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN

LUIS, PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGIÓN ANCASH

CALCULO DE MAYORES GASTOS GENERALES POR AMPLIACION DE PLAZO

MINISTERIO DE ENERGIA Y MINAS

DIRECCION GENERAL DE ELECTRIFICAION RURAL

INVENTARIO FISICO DETALLADO CONFORME A OBRA

OBRA: AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS, PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGION ANCASHUBICACIÓN : ANCASH

SECCION 1 : LINEAS PRIMARIAS 22,9 / 13,2 kV

LOCALIDADES : VARIOSItem Descripción

UNDPRECIO UNITARIO

METRADO CONTRACTUAL INVENTARIO FISICO INSTALADO CONFORME A OBRA

CONTRATO PRINCIPAL (A) TOTAL E=(A+B+C) DEDUCTIVO (I)=(E-J) TOTAL (J)=(F+G+H) INVENTARIO FINAL (J+K)

CONTRATADO PACTADO METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL

1.00 POSTES Y CRUCETAS DE MADERA

1.01 CRUCETA DE MADERA DE 90 mm x 115 mm x 1,20 m u 49.00 1.00 49.00 - 1.00 49.00 1.00 49.00 30.00 1,470.00 29.00 1,421.00 - - - - 30.00 1,470.00 30.0 1,470.00

1.01 CRUCETA DE MADERA DE 90 mm x 115 mm x 2,40 m u 170.00 - - - - 240.00 40,800.00 - - 240.0 40,800.00 - - 240.00 40,800.00 240.0 40,800.00

1.02 LISTONES DE MADERA CON CANALETA TRATADA u 21.42 - - - - 87.00 1,863.54 - - 87.0 1,863.54 - - 87.00 1,863.54 87.0 1,863.54 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

SUB - TOTAL 1 : 49.00 - 49.00 49.00 44,133.54 - 1,421.00 42,663.54 - 44,133.54 - 44,133.54 2.00 POSTES DE CONCRETO - - - - - - - - - -

2.01 POSTE DE CONCRETO DE 11 m/200 daN (INCLUYE PERILLA) u 581.25 53.00 30,806.09 - 53.00 30,806.09 53.00 30,806.09 8.00 4,649.98 - - - - 45.0 26,156.12 8.00 4,649.98 8.0 4,649.98 2.02 POSTE DE CONCRETO DE 11 m/300 daN (INCLUYE PERILLA) u 697.28 45.00 31,377.78 - 45.00 31,377.78 45.00 31,377.78 14.00 9,761.98 - - - - 31.0 21,615.80 14.00 9,761.98 14.0 9,761.98

SUB - TOTAL 2 : 62,183.87 - 62,183.87 62,183.87 14,411.96 - - 47,771.92 14,411.96 14,411.96

3.00 POSTES DE MADERA - 3.01 POSTE DE MADERA IMPORTADA DE 11M CLASE 6 719.20 - 0.00 - - - - - - - 0.00 - - - 3.02 POSTE DE MADERA IMPORTADA DE 11M CLASE 5 826.60 - 18.00 14,878.80 - - 18.0 14,878.80 - - 18.00 14,878.80 18.0 14,878.80 3.03 POSTE DE MADERA IMPORTADA DE 12M CLASE 5 947.60 - 0.00 - - - - - - - 0.00 - - -

SUB - TOTAL 3 : - - - - 14,878.80 - - - 14,878.80 - - 14,878.80 14,878.80 4.00 AISLADORES Y ACCESORIOS - - - - - - -

4.01 AISLADOR DE PORCELANA TIPO CARRETE, CLASE ANSI 53-2 U 22.50 153.00 3,442.50 - 153.00 3,442.50 153.00 3,442.50 392.00 8,820.00 239.00 5,377.50 - - - - 392.00 8,820.00 392.0 8,820.00 4.02 AISLADOR DE PORCELANA TIPO PIN, CLASE ANSI 56-3 u 51.99 98.00 5,095.02 - 98.00 5,095.02 98.00 5,095.02 65.00 - - - - - 33.0 1,715.67 65.00 3,379.35 65.0 3,379.35 4.03 ESPIGA DE AºGº DE 609 mm LONG.,PARA CABEZA DE POSTE Y AISLADOR ANSI 56-3 u 38.01 98.00 3,724.98 - 98.00 3,724.98 98.00 3,724.98 65.00 - - - - - 33.0 1,254.33 65.00 2,470.65 65.0 2,470.65

SUB - TOTAL 3 : 12,262.50 - 12,262.50 12,262.50 8,820.00 - 5,377.50 - - - 2,970.00 14,670.00 14,670.00 5.00 CADENA DE AISLADORES

5.01 AISLADOR POLIMERICO CON CONEXIÓN HORQUILLA (ESTRUCTURA) Y LENGÜETA - (LINEA), SEGÚN ESPECIFICACION TECNICA. u 88.06 74.00 6,516.44 - 74.00 6,516.44 74.00 6,516.44 327.00 28,795.62 253.00 22,279.18 - - - - 327.00 28,795.62 327.0 28,795.62

SUB - TOTAL 4 : 6,516.44 - 6,516.44 6,516.44 28,795.62 - 22,279.18 - - - - 28,795.62 28,795.62 6.00 CONDUCTOR DE ALEACION ALUMINIO

6.01 CONDUCTOR DE ALEACION DE ALUMINIO DE 25 mm2 km 1 096.01 15.40 16,878.55 - 15.40 16,878.55 15.40 16,878.55 15.40 16,878.55 - - - - - - 15.40 16,878.55 15.4 16,878.55 6.02 CONDUCTOR DE ALEACION DE ALUMINIO DE 35 mm2 km 1 690.05 15.40 26,026.77 - 15.40 26,026.77 15.40 26,026.77 15.40 26,026.77 - - - - - - 15.40 26,026.77 15.4 26,026.77

SUB - TOTAL 5 : 42,905.32 - 42,905.32 42,905.32 42,905.32 - - - - - - 42,905.32 42,905.32

7.00 ACCESORIOS PARA CONDUCTOR DE ALEACION ALUMINIO

7.01 VARILLA DE ARMAR PREFORMADA SIMPLE PARA CONDUCTOR DE 35 mm2 u 9.00 96.00 864.00 - 96.00 864.00 96.00 864.00 96.00 864.00 - - - - - - 96.00 864.00 96.0 864.00 7.02 VARILLA DE ARMAR PREFORMADA DOBLE PARA CONDUCTOR DE 35 mm2 u 6.08 10.00 60.80 - 10.00 60.80 10.00 60.80 10.00 60.80 - - - - - - 10.00 60.80 10.0 60.80 7.03 GRAPA DE DOBLE VIA DE ALUMINIO PARA CONDUCTOR DE 35 mm2 u 3.95 59.00 233.05 - 59.00 233.05 59.00 233.05 59.00 233.05 - - - - - - 59.00 233.05 59.0 233.05 7.04 ALAMBRE DE AMARRE ALUMINIO RECOCIDO DE 16 mm2 m 1.17 408.00 477.36 - 408.00 477.36 408.00 477.36 408.00 477.36 - - - - - - 408.00 477.36 408.0 477.36 7.05 AMORTIGUADOR DE VIBRACION PARA CONDUCTOR DE 35 mm2 u 29.77 68.00 2,024.36 - 68.00 2,024.36 68.00 2,024.36 68.00 2,024.36 - - - - - - 68.00 2,024.36 68.0 2,024.36 7.06 GRAPA DE ANCLAJE PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 22.77 70.00 1,593.74 - 70.00 1,593.74 70.00 1,593.74 70.00 1,593.74 - - - - - - 70.00 1,593.74 70.0 1,593.74 7.07 MANGUITO DE EMPALME PARA CONDUCTOR DE 35 mm2 u 18.71 1.00 18.71 - 1.00 18.71 1.00 18.71 1.00 18.71 - - - - - - 1.00 18.71 1.0 18.71 7.08 GRAPA DE ANGULO PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 21.90 4.00 87.60 - 4.00 87.60 4.00 87.60 4.00 87.60 - - - - - - 4.00 87.60 4.0 87.60 7.09 MANGUITO DE REPARACION PARA CONDUCTOR DE 35 mm2 u 23.47 1.00 23.47 - 1.00 23.47 1.00 23.47 1.00 23.47 - - - - - - 1.00 23.47 1.0 23.47 7.10 CINTA PLANA PARA ARMAR u 1.92 38.00 72.96 - 38.00 72.96 38.00 72.96 38.00 72.96 - - - - - - 38.00 72.96 38.0 72.96

SUB - TOTAL 6 : 5,456.05 - 5,456.05 5,456.05 5,456.05 - - - - - - 5,456.05 5,456.05 7.00 CONDUCTOR DE COBRE - - - - - - - - - - - - -

7.01 CONDUCTOR DE COBRE RECOCIDO, CABLEADO, DE 16 mm2, PARA PUESTA A TIERRA m 4.72 1 462.50 6,902.25 - 1 462.50 6,902.25 1 462.50 6,902.25 1 462.50 6,902.25 - - - - - - 1 462.50 6,902.25 1,462.5 6,902.25 7.02 CONDUCTOR DE COBRE TEMPLADO DURO DE 25 mm2, BAJADA A PA m - - - - - - - - - - - - - -

SUB - TOTAL 7 : 6,902.25 - 6,902.25 6,902.25 6,902.25 - - - - - - 6,902.25 6,902.25

ADICIONAL MAYORES METRADOS (B)

ADICIONAL PARTIDAS NUEVAS (C)

PRESUPUESTO CONTRACTUAL (F)

PRESUPUESTO REPLANTEADO

ADICIONAL MAYORES METRADOS (G)

ADICIONAL PARTIDAS NUEVAS (H)







UNDPRECIO UNITARIO










8.00 MATERIAL DE FERRETERIA PARA POSTES Y CRUCETAS

8.01 PERNO CABEZA COCHE AºGº de 13 mm ø x 152mm, LONG. 76 MM MAQUINADO, CON ARANDELA, CON TCA Y CT u 3.96 1.00 3.96 - 1.00 3.96 1.00 3.96 1.00 3.96 - - - - - - 1.00 3.96 1.0 3.96 8.02 PERNO MAQUINADO DE AºGº de 16 mm ø x 254mm, LONG. 152 mm MAQUINADO, CON ARANDELA, CON TCA Y C u 2.10 34.00 71.40 - 34.00 71.40 34.00 71.40 34.00 71.40 - - - - - - 34.00 71.40 34.0 71.40 8.03 PERNO DE A°G° DE 13 mm ø x 76 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 2.10 34.00 71.40 - 34.00 71.40 34.00 71.40 34.00 71.40 - - - - - - 34.00 71.40 34.0 71.40 8.04 PERNO DE A°G° DE 13 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 4.76 1.00 4.76 - 1.00 4.76 1.00 4.76 1.00 4.76 - - - - - - 1.00 4.76 1.0 4.76 8.05 PERNO DE A°G° DE 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 7.03 195.00 1,370.24 - 195.00 1,370.24 195.00 1,370.24 195.00 1,370.24 - - - - - - 195.00 1,370.24 195.0 1,370.24 8.06 PERNO OJO DE A°G° DE 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 6.55 54.00 353.70 - 54.00 353.70 54.00 353.70 54.00 353.70 - - - - - - 54.00 353.70 54.0 353.70 8.07 TUERCA-OJO PARA PERNO DE 16 mm ø u 7.00 20.00 140.07 - 20.00 140.07 20.00 140.07 20.00 140.07 - - - - - - 20.00 140.07 20.0 140.07 8.08 PERNO DE A°G° DE 16 mm ø x 508 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 11.90 20.00 238.09 - 20.00 238.09 20.00 238.09 20.00 238.09 - - - - - - 20.00 238.09 20.0 238.09 8.09 PERNO SIMPLE BORDE DE A°G° DE 16 mm ø x 425 mm, PROVISTO DE 2 TUERCAS, 1 CONTRATUERCA Y 1 P u 9.63 39.00 375.57 - 39.00 375.57 39.00 375.57 39.00 375.57 - - - - - - 39.00 375.57 39.0 375.57 8.10 PORTALINEA UNIPOLAR DE A°G°, PROVISTO DE PIN DE 16 mm ø u 4.35 114.00 495.90 - 114.00 495.90 114.00 495.90 114.00 495.90 - - - - - - 114.00 495.90 114.0 495.90 8.11 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 1.02 20.00 20.41 - 20.00 20.41 20.00 20.41 20.00 20.41 - - - - - - 20.00 20.41 20.0 20.41 8.12 BRAZO-SOPORTE (RIOSTRA) DE PERFIL ANGULAR DE A°G° DE 38 x 38 x 5 mm y 710 mm LONGITUD. u 26.42 1.00 26.42 - 1.00 26.42 1.00 26.42 1.00 26.42 - - - - - - 1.00 26.42 1.0 26.42 8.13 ARANDELA CUADRADA PLANA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 1.36 21.00 28.60 - 21.00 28.60 21.00 28.60 21.00 28.60 - - - - - - 21.00 28.60 21.0 28.60 8.14 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 1.42 452.00 643.69 - 452.00 643.69 452.00 643.69 452.00 643.69 - - - - - - 452.00 643.69 452.0 643.69 8.15 CINTA PLANA PARA ARMAR u 1.92 38.00 72.96 - 38.00 72.96 38.00 72.96 38.00 72.96 - - - - - - 38.00 72.96 38.0 72.96 8.16 PERNO DE A°G° DE 16 mm ø x 305 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 8.15 1.00 8.15 - 1.00 8.15 1.00 8.15 1.00 8.15 - - - - - - 1.00 8.15 1.0 8.15 8.17 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 1.02 20.00 20.41 - 20.00 20.41 20.00 20.41 20.00 20.41 - - - - - - 20.00 20.41 20.0 20.41 8.18 PERNO DE A°G° DE 16 mm ø x 457 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 11.10 20.00 222.00 - 20.00 222.00 20.00 222.00 20.00 222.00 - - - - - - 20.00 222.00 20.0 222.00

0.00

SUB - TOTAL 8 : 4,167.73 - 4,167.73 4,167.73 4,167.73 - - - - - - 4,167.73 4,167.73 9.00 RETENIDAS Y ANCLAJES - - - - - - - - - - - - -

9.01 CABLE DE ACERO GRADO SIEMENS MARTIN, DE 10 mm ø m 3.79 1 050.00 3,978.50 - 1 050.00 3,978.50 1 050.00 3,978.50 1 050.00 3,978.50 - - - - - - 1 050.00 3,978.50 1,050.0 3,978.50 9.02 PERNO ANGULAR CON OJAL-GUARDA CABO DE A°G°, 16 mm ø x 305 mm, PROVISTO DE TUERCA Y CONTRAT u 12.04 75.00 902.72 - 75.00 902.72 75.00 902.72 75.00 902.72 - - - - - - 75.00 902.72 75.0 902.72 9.03 VARILLA DE ANCLAJE DE A° G° DE 16 mm ø x 2,40 m, PROVISTO DE OJAL GUARDACABO EN UN EXTREMO; TCA Y CTC 47.02 75.00 3,526.62 - 75.00 3,526.62 75.00 3,526.62 75.00 - - - - - - 75.00 3,526.62 75.0 3,526.62 9.04 MORDAZA PREFORMADA DE A° G° PARA CABLE DE 10 mm ø u 8.65 150.00 1,297.23 - 150.00 1,297.23 150.00 1,297.23 150.00 1,297.23 - - - - - - 150.00 1,297.23 150.0 1,297.23 9.05 ALAMBRE DE ACERO N° 12; PARA ENTORCHADO m 0.51 112.50 57.17 - 112.50 57.17 112.50 57.17 112.50 57.17 - - - - - - 112.50 57.17 112.5 57.17 9.06 ARANDELA DE ANCLAJE, DE A° G°, 102 x 102 x 6,35 mm, AGUJERO DE 18 mmø u 5.38 75.00 403.31 - 75.00 403.31 75.00 403.31 75.00 403.31 - - - - - - 75.00 403.31 75.0 403.31 9.07 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 1.42 150.00 213.62 - 150.00 213.62 150.00 213.62 150.00 213.62 - - - - - - 150.00 213.62 150.0 213.62 9.08 BLOQUE DE CONCRETO DE 0,40 x 0,40 x 0,15 m u 39.00 75.00 2,925.00 - 75.00 2,925.00 75.00 2,925.00 75.00 2,925.00 - - - - - - 75.00 2,925.00 75.0 2,925.00

0.00

SUB - TOTAL 9 : 13,304.17 - 13,304.17 13,304.17 9,777.55 - - - - - - 13,304.17 13,304.17







UNDPRECIO UNITARIO










10.00 MATERIAL PARA PUESTA A TIERRA

10.01 ELECTRODO DE ACERO RECUBIERTO DE COBRE DE 16 mm ø x 2,40 m u 50.57 1.00 50.57 - 1.00 50.57 1.00 50.57 1.00 50.57 - - - - - - 1.00 50.57 1.0 50.57 10.02 CONECTOR AB PARA ELECTRODO DE 16 mm ø u 5.68 98.00 556.76 - 98.00 556.76 98.00 556.76 98.00 556.76 - - - - - - 98.00 556.76 98.0 556.76 10.03 SOLDADURA CADWELD CONEXIÓN TERMOSOLDADA Conductor 16mm2-Electrodo de 16 mm ø u 46.08 98.00 4,515.84 - 98.00 4,515.84 98.00 4,515.84 98.00 4,515.84 - - - - - - 98.00 4,515.84 98.0 4,515.84 10.04 CAJA REGISTRO DE CONCRETO PARA PUESTA A TIERRA 0,50x0,50x0,45 m u 46.08 1.00 46.08 - 1.00 46.08 1.00 46.08 1.00 46.08 - - - - - - 1.00 46.08 1.0 46.08 10.05 PLANCHA DOBLADA DE COBRE PARA TOMA A TIERRA DE ESPIGAS Y/ O PERNOS u 7.08 195.00 1,380.60 - 195.00 1,380.60 195.00 1,380.60 195.00 1,380.60 - - - - - 195.00 1,380.60 195.0 1,380.60 10.06 CONECTOR DE COBRE TIPO PERNO PARTIDO PARA CONDUCTOR 16 mm² u 2.63 174.00 457.62 - 174.00 457.62 174.00 457.62 174.00 457.62 - - - - - - 174.00 457.62 174.0 457.62 10.07 CONECTOR DOBLE VIA BIMETÁLICO PARA CABLE DE ACERO DE 10mmø Y COBRE DE 16 mm² u 5.04 75.00 378.00 - 75.00 378.00 75.00 378.00 75.00 378.00 - - - - - - 75.00 378.00 75.0 378.00

- - 0.00 - - - - - - - - - - - -

SUB - TOTAL 10 : 7,385.47 - 7,385.47 7,385.47 7,385.47 - - - - - - 7,385.47 7,385.47 11.00 EQUIPO DE PROTECCION Y MANIOBRA

11.01 SECCIONADOR FUSIBLE UNIPOLAR TIPO EXPULSION (CUT-OUT) DE 27/38 kV, 100A, 150KV-BIL. u 260.61 1.00 260.61 - 1.00 260.61 1.00 260.61 44.00 11,466.78 43.00 11,206.17 - - - - 44.00 11,466.78 44.0 11,466.78 11.02 PARARRAYOS DE OXIDO METALICO, 21 kV, 10 kA, CLASE 1 u 257.21 1.00 257.21 - 1.00 257.21 1.00 257.21 44.00 11,317.41 43.00 11,060.19 - - - - 44.00 11,317.41 44.0 11,317.41

SUB - TOTAL 11 : 517.82 - 517.82 517.82 22,784.19 - 22,266.36 - - - - 22,784.19 22,784.19

A TOTAL SUMINISTRO DE MATERIALES 161,650.62 - 161,650.62 161,650.62 210,418.48 - 51,344.04 - 57,542.34 - 50,741.92 219,795.10 219,795.10

1.00 OBRAS PRELIMINARES

1.01 CARTEL PARA OBRA u 1 432.39 1.00 1,432.39 - 1.00 1,432.39 1.00 1,432.39 1.00 1,432.39 - - - - - - 1.00 1,432.39 1.0 1,432.39 1.02 MONITOREO E INSPECCION DEL INSTITUTO NACIONAL DE CULTURA- INC (LP, RP y RS) km 503.29 14.69 7,393.33 - 14.69 7,393.33 14.69 7,393.33 14.69 7,393.33 - - - - - - 14.69 7,393.33 14.7 7,393.33 1.03 MONITOREO DE IMPACTO AMBIENTAL (MONITOREO AMBIENTAL) GLOB 7 988.00 1.00 7,988.00 - 1.00 7,988.00 1.00 7,988.00 1.00 7,988.00 - - - - - - 1.00 7,988.00 1.0 7,988.00 1.04 REPLANTEO TOPOGRÁFICO Y UBICACIÓN DE ESTRUCTURAS EN LINEAS PRIMARIAS km 434.38 14.69 6,381.04 - 14.69 6,381.04 14.69 6,381.04 46.42 20,163.92 31.73 13,782.88 - - - - 46.42 20,163.92 46.4 20,163.92 1.05 INGENIERIA DE DETALLE DE LAS LINEAS PRIMARIAS km 198.09 14.69 2,909.94 - 14.69 2,909.94 14.69 2,909.94 46.42 9,195.34 31.73 6,285.40 - - - - 46.42 9,195.34 46.4 9,195.34 1.06 PAGOS POR SUSPENSIÓN TEMPORAL DE SUMINISTRO ELÉCTRICO GLOB 4 387.37 1.00 4,387.37 - 1.00 4,387.37 1.00 4,387.37 3.00 13,162.11 2.00 8,774.74 - - - - 3.00 13,162.11 3.0 13,162.11 1.07 GESTION Y EXPEDIENTE TÉCNICO DE SERVIDUMBRE GLOB 9 993.25 1.00 9,993.25 - 1.00 9,993.25 1.00 9,993.25 1.00 9,993.25 - - - - - - 1.00 9,993.25 1.0 9,993.25

SUB - TOTAL 1 : 40,485.32 - 40,485.32 40,485.32 69,328.34 - 28,843.02 - - - - 69,328.34 69,328.34 2.00 INSTALACION DE POSTES DE CONCRETO

2.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 103.08 3,762.42 - 103.08 3,762.42 103.08 3,762.42 52.30 1,908.95 - - - - 50.8 1,853.47 52.30 1,908.95 52.3 1,908.95 2.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) m3 115.27 7.12 820.72 - 7.12 820.72 7.12 820.72 4.27 492.43 - - - - 2.8 328.29 4.27 492.43 4.3 492.43 2.03 TRANSPORTE DE POSTE DE CONCRETO 11/200 daN DE ALMACEN A PUNTO DE IZAJE u 97.33 53.00 5,158.49 - 53.00 5,158.49 53.00 5,158.49 8.00 778.64 - - - - 45.0 4,379.85 8.00 778.64 8.0 778.64 2.04 TRANSPORTE DE POSTE DE CONCRETO 11/300 daN DE ALMACEN A PUNTO DE IZAJE u 118.20 45.00 5,319.00 - 45.00 5,319.00 45.00 5,319.00 14.00 1,654.80 - - - - 31.0 3,664.20 14.00 1,654.80 14.0 1,654.80 2.05 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/200 daN u 64.26 53.00 3,405.78 - 53.00 3,405.78 53.00 3,405.78 8.00 514.08 - - - - 45.0 2,891.70 8.00 514.08 8.0 514.08 2.06 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/300 daN u 70.47 45.00 3,171.15 - 45.00 3,171.15 45.00 3,171.15 14.00 986.58 - - - - 31.0 2,184.57 14.00 986.58 14.0 986.58 2.07 RELLENO Y COMPACTACIÓN PARA CIMENTACIÓN DE POSTE DE 11 m y 12 m m3 80.62 103.10 8,311.92 - 103.10 8,311.92 103.10 8,311.92 56.57 4,560.83 - - - - 46.53 3,751.09 56.57 4,560.83 56.6 4,560.83 2.08 ELIMINACIÓN DE MATERIAL EXCEDENTE m3 11.12 103.10 1,146.47 - 103.10 1,146.47 103.10 1,146.47 56.57 629.08 - - - - 46.53 517.39 56.57 629.08 56.6 629.08 2.09 TRANSPORTE DE POSTE DE MADERA DE 12 m - CLASE 5 m3 263.00 0.00 - - - 0.00 - - - - - - - - - - - 2.10 TRANSPORTE DE POSTE DE MADERA DE 11 m - CLASE 5 m3 210.00 0.00 - - - 0.00 - 18.00 3,780.00 - - 18.0 3,780.00 - - 18.00 3,780.00 18.0 3,780.00 2.11 TRANSPORTE DE POSTE DE MADERA DE 11 m - CLASE 6 m3 205.00 0.00 - - - 0.00 - 0.00 - - - - - - - 0.00 - - - 2.12 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTES DE MADERA DE 12 m - CLASE 5 m3 91.34 0.00 - - - 0.00 - 0.00 - - - - - - - 0.00 - - - 2.13 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTES DE MADERA DE 11 m - CLASE 5 m3 86.32 0.00 - - - 0.00 - 18.00 1,553.76 - - 18.0 1,553.76 - - 18.00 1,553.76 18.0 1,553.76 2.14 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTES DE MADERA DE 11 m - CLASE 6 m3 85.32 0.00 - - - 0.00 - 0.00 - - - - - - - 0.00 - - -

SUB - TOTAL 2 : 31,095.95 - 31,095.95 31,095.95 16,859.15 - - - 5,333.76 - 19,570.56 16,859.15 16,859.15







UNDPRECIO UNITARIO










3.00 INSTALACION DE RETENIDAS - - - - - - - - - - - - - 3.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 94.50 3,449.25 - 94.50 3,449.25 94.50 3,449.25 128.10 4,675.65 33.60 1,226.40 - - - - 128.10 4,675.65 128.1 4,675.65 3.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) m3 115.27 6.30 726.20 - 6.30 726.20 6.30 726.20 9.66 1,113.51 3.36 387.31 - - - - 9.66 1,113.51 9.7 1,113.51 3.03 INSTALACION DE RETENIDA INCLINADA u 54.18 75.00 4,063.50 - 75.00 4,063.50 75.00 4,063.50 97.00 5,255.46 22.00 1,191.96 - - - - 97.00 5,255.46 97.0 5,255.46 3.04 RELLENO Y COMPACTACION DE RETENIDA INCLINADA Y VERTICAL m3 40.07 100.80 4,039.06 - 100.80 4,039.06 100.80 4,039.06 137.83 5,522.85 37.03 1,483.79 - - - - 137.83 5,522.85 137.8 5,522.85

SUB - TOTAL 3 : 12,278.01 - 12,278.01 12,278.01 16,567.47 - 4,289.46 - - - - 16,567.47 16,567.47 4.00 MONTAJE DE ARMADOS

4.01 ARMADO TIPO PS1-1N jgo. 37.58 39.00 1,465.62 - 39.00 1,465.62 39.00 1,465.62 39.00 1,465.62 - - - - - - 39.00 1,465.62 39.0 1,465.62 4.02 ARMADO TIPO PA1-1N jgo. 39.68 10.00 396.80 - 10.00 396.80 10.00 396.80 10.00 396.80 - - - - - - 10.00 396.80 10.0 396.80 4.03 ARMADO TIPO PA2-1N jgo. 35.20 4.00 140.80 - 4.00 140.80 4.00 140.80 4.00 140.80 - - - - - - 4.00 140.80 4.0 140.80 4.04 ARMADO TIPO PA3-1N jgo. 37.58 5.00 187.90 - 5.00 187.90 5.00 187.90 5.00 187.90 - - - - - - 5.00 187.90 5.0 187.90 4.05 ARMADO TIPO PR3-1N jgo. 40.55 19.00 770.45 - 19.00 770.45 19.00 770.45 19.00 770.45 - - - - - - 19.00 770.45 19.0 770.45 4.06 ARMADO TIPO TS-0N jgo. 49.36 20.00 987.20 - 20.00 987.20 20.00 987.20 20.00 987.20 - - - - - - 20.00 987.20 20.0 987.20 4.07 ARMADO TIPO DS-0N jgo. 19.35 10.00 193.50 - 10.00 193.50 10.00 193.50 10.00 193.50 - - - - - - 10.00 193.50 10.0 193.50 4.08 ARMADO TIPO PSEC-1NP jgo. 49.36 1.00 49.36 - 1.00 49.36 1.00 49.36 1.00 49.36 - - - - - - 1.00 49.36 1.0 49.36 4.09 ARMADO TIPO PS1-3N jgo. 77.05 - - - - 63.00 4,854.15 - - 63.0 4,854.15 - - 63.00 4,854.15 63.0 4,854.15 4.10 ARMADO TIPO PA1-3N jgo. 82.51 - - - - 13.00 1,072.63 - - 13.0 1,072.63 - - 13.00 1,072.63 13.0 1,072.63 4.11 ARMADO TIPO PA2-3N jgo. 52.42 - - - - 4.00 209.68 - - 4.0 209.68 - - 4.00 209.68 4.0 209.68 4.12 ARMADO TIPO PA3-3N jgo. 59.27 - - - - 3.00 177.81 - - 3.0 177.81 - - 3.00 177.81 3.0 177.81 4.13 ARMADO TIPO PR3-3N jgo. 82.51 - - - - 49.00 4,042.99 - - 49.0 4,042.99 - - 49.00 4,042.99 49.0 4,042.99 4.14 ARMADO TIPO PSVE-3N jgo. 48.70 - - - - 3.00 146.10 - - 3.0 146.10 - - 3.00 146.10 3.0 146.10 4.15 ARMADO TIPO P3A2-3N jgo. 88.30 - - - - 11.00 971.30 - - 11.0 971.30 - - 11.00 971.30 11.0 971.30 4.16 ARMADO TIPO PSEC-3N jgo. 156.61 - - - - 16.00 2,505.76 - - 16.0 2,505.76 - - 16.00 2,505.76 16.0 2,505.76

SUB - TOTAL 4 : 4,191.63 - 4,191.63 4,191.63 18,172.05 - - 13,980.42 - 18,172.05 18,172.05 5.00 MONTAJE DE CONDUCTORES DE ALEACION DE ALUMINIO

5.01 TENDIDO Y PUESTA EN FLECHA CONDUCTOR ALEACIÓN DE AL DE 25 mm2, POR FASE km 949.93 15.40 14,628.92 - 15.40 14,628.92 15.40 14,628.92 15.40 14,628.92 - - - - - - 15.40 14,628.92 15.4 14,628.92 5.02 TENDIDO Y PUESTA EN FLECHA CONDUCTOR ALEACIÓN DE AL DE 35 mm2, POR FASE km 1 012.40 15.40 15,590.96 - 15.40 15,590.96 15.40 15,590.96 85.21 86,266.60 69.81 70,675.64 - - - - 85.21 86,266.60 85.2 86,266.60

SUB - TOTAL 5 : 30,219.88 - 30,219.88 30,219.88 100,895.52 - 70,675.64 - - - - 100,895.52 - 100,895.52 6.00 INSTALACION DE PUESTA A TIERRA

6.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 2.41 87.97 - 2.41 87.97 2.41 87.97 12.61 460.27 10.20 372.30 - - - - 12.61 460.27 12.6 460.27 6.02 INSTALACION DE PUESTA A TIERRA TIPO PAT-1C (Contrapeso) u 49.51 97.00 4,802.47 - 97.00 4,802.47 97.00 4,802.47 97.00 4,802.47 - - - - - - 97.00 4,802.47 97.0 4,802.47 6.03 INSTALACION DE PUESTA A TIERRA TIPO PAT-1, INCLUYE INSTALACIÓN CAJA DE REGISTRO u 32.48 1.00 32.48 - 1.00 32.48 1.00 32.48 7.00 - 6.00 194.88 - - - - 7.00 227.36 7.0 227.36 6.04 RELLENO Y COMPACTACIÓN DE PUESTA A TIERRA m3 46.64 2.41 112.40 - 2.41 112.40 2.41 112.40 12.61 588.13 10.20 475.73 - - - - 12.61 588.13 12.6 588.13

SUB - TOTAL 6 : 5,035.32 - 5,035.32 5,035.32 5,850.87 - 1,042.91 - - - - 6,078.23 6,078.23 7.00 PRUEBAS Y PUESTA EN SERVICIO

7.01 PRUEBAS Y PUESTA EN SERVICIO DE LA LÍNEA PRIMARIAS km 186.14 14.69 2,734.40 - 14.69 2,734.40 14.69 2,734.40 30.38 5,654.93 15.69 2,920.54 - - - - 30.38 5,654.93 30.4 5,654.93 7.02 EXPEDIENTES TECNICOS FINAL CONFORME A OBRA (1 ORIGINAL + 3 COPIAS), DE LÍNEAS km 168.00 14.69 2,467.92 - 14.69 2,467.92 14.69 2,467.92 30.38 5,103.84 15.69 2,635.92 - - - - 30.38 5,103.84 30.4 5,103.84

SUB - TOTAL 7 : 5,202.32 - 5,202.32 5,202.32 10,758.77 - 5,556.46 - - - - 10,758.77 10,758.77

B TOTAL MONTAJE ELECTROMECANICO 128,508.43 - 128,508.43 128,508.43 238,432.17 110,407.49 19,314.18 19,570.56 238,659.53 238,659.53 - - - - - - - - - -

C TRANSPORTE 29,449.03 - 29,449.03 29,449.03 38,333.41 9,353.70 10,482.89 9,244.01 40,041.62 40,041.62

D COSTO DIRECTO (CD) 319,608.08 - 319,608.08 319,608.08 487,184.06 171,105.23 87,339.41 79,556.49 498,496.25 498,496.25

E GASTOS GENERALES 27 460.13 0.00 27 460.13 27 460.13 41 857.95 14 701.04 7 504.04 6 835.35 42 829.87 42 829.87

F UTILIDADES 31 960.81 0.00 31 960.81 31 960.81 48 718.41 17 110.52 8 733.94 7 955.65 49 849.63 49 849.63

G COSTO TOTAL 379 029.02 0.00 379 029.02 379 029.02 577 760.42 202 916.79 103 577.39 94 347.49 591 175.75 591 175.75H FACTOR DE REALCION 1.003788 380 464.95 0.00 380 464.95 380 464.95 579 949.24 203 685.53 103 969.79 94 704.92 593 415.39 593 415.39





SECCION 2 : REDES PRIMARIAS 22,9 / 13,2 kV


UNDPRECIO UNITARIO



CONTRATADO PACTADO METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL

SUMINISTRO DE MATERIALES1.00 POSTES Y CRUCETAS DE MADERA

1.01 CRUCETA DE MADERA DE 90 mm x 115 mm x 1,20 m u 49.00 38.00 1,862.00 38.00 1,862.00 38.00 1,862.00 - - - - 9.0 441.00 29.0 1,421.00 29.0 1,421.00

1.02 LISTONES DE MADERA CON CANALETA TRATADA u 21.42 - - - - - 69.0 1,477.98 - - 69.0 1,477.98 69.0 1,477.98 SUB - TOTAL 1 : 1,862.00 1,862.00 1,862.00 - - - 1,477.98 - 441.00 - 2,898.98 2,898.98

2.00 POSTES DE CONCRETO2.01 POSTE DE CONCRETO DE 11 m/200 daN (INCLUYE PERILLA) u 581.25 87.00 50,568.49 87.00 50,568.49 87.00 50,568.49 - - - - 76.0 44,174.77 11.0 6,393.72 11.0 6,393.72

2.02 POSTE DE CONCRETO DE 11 m/300 daN (INCLUYE PERILLA) u 697.28 22.00 15,340.25 22.00 15,340.25 22.00 15,340.25 - - - - 5.0 3,486.42 17.0 11,853.83 17.0 11,853.83

2.03 POSTE DE CONCRETO DE 12 m/300 daN (INCLUYE PERILLA) u 817.46 37.00 30,246.06 37.00 30,246.06 37.00 30,246.06 - - - - 29.0 23,706.37 8.0 6,539.69 8.0 6,539.69 SUB - TOTAL 2 : 96,154.80 96,154.80 96,154.80 - - 71,367.56 24,787.24 24,787.24

3.00 POSTES DE MADERA3.01 POSTE DE MADERA IMPORTADA DE 12 M CLASE 5 u 947.60 0.00 0.00 - - 27.0 25,585.20 - - 27.0 25,585.20 27.0 25,585.20

3.02 POSTE DE MADERA IMPORTADA DE 11M CLASE 6 u 719.20 0.00 0.00 - - 35.0 25,172.00 - - 35.0 25,172.00 35.0 25,172.00

3.03 POSTE DE MADERA IMPORTADA DE 11M CLASE 5 u 826.60 0.00 0.00 - - 45.0 37,197.00 - - 45.0 37,197.00 45.0 37,197.00 SUB - TOTAL 3 : - - - - - - 87,954.20 - - - 87,954.20 87,954.20

4.00 AISLADORES Y ACCESORIOS4.01 AISLADOR DE PORCELANA TIPO CARRETE, CLASE ANSI 53-2 U 22.50 193.00 4,342.50 193.00 4,342.50 193.00 4,342.50 - - - - 1.0 22.50 192.0 4,320.00 192.0 4,320.00

4.02 AISLADOR DE PORCELANA TIPO PIN, CLASE ANSI 56-3 u 51.99 135.00 7,018.65 135.00 7,018.65 135.00 7,018.65 - - - - - - 135.0 7,018.65 135.0 7,018.65

4.03 ESPIGA DE AºGº DE 609 mm LONG.,PARA CABEZA DE POSTE Y AISLADOR ANSI 56-3 u 38.01 135.00 5,131.35 135.00 5,131.35 135.00 5,131.35 - - - - - - 135.0 5,131.35 135.0 5,131.35 SUB - TOTAL 3 : 16,492.50 16,492.50 16,492.50 - - - - - 22.50 - 16,470.00 16,470.00

5.00 CADENA DE AISLADORES - - - - - - - - -

5.01 AISLADOR POLIMERICO CON CONEXIÓN HORQUILLA (ESTRUCTURA) Y LENGÜETA (LINEA), SEGÚN ESPECIFICACION TECNICA. u 88.06 57.00 5,019.42 57.00 5,019.42 57.00 5,019.42 - - - - - - 57.0 5,019.42 57.0 5,019.42

SUB - TOTAL 4 : 5,019.42 5,019.42 5,019.42 - - - - - - - 5,019.42 5,019.42 6.00 CONDUCTOR DE ALEACION ALUMINIO

6.01 CONDUCTOR DE ALEACION DE ALUMINIO DE 25 mm2 km 1 096.01 13.86 15,193.99 13.86 15,193.99 13.86 15,193.99 - - - - - - 13.86 15,193.99 13.9 15,193.99

6.02 CONDUCTOR DE ALEACION DE ALUMINIO DE 35 mm2 km 1 690.05 13.86 23,425.78 13.86 23,425.78 13.86 23,425.78 - - - - - - 13.86 23,425.78 13.9 23,425.78 SUB - TOTAL 5 : 38,619.77 38,619.77 38,619.77 - - - - - - - 38,619.77 38,619.77

7.00 ACCESORIOS PARA CONDUCTOR DE ALEACION ALUMINIO

7.01 VARILLA DE ARMAR PREFORMADA SIMPLE PARA CONDUCTOR DE 35 mm2 u 9.00 177.00 1,593.00 177.00 1,593.00 177.00 1,593.00 - - - - - - 177.0 1,593.00 177.0 1,593.00

7.02 VARILLA DE ARMAR PREFORMADA DOBLE PARA CONDUCTOR DE 35 mm2 u 6.08 19.00 115.52 19.00 115.52 19.00 115.52 - - - - - - 19.0 115.52 19.0 115.52

7.03 GRAPA DE DOBLE VIA DE ALUMINIO PARA CONDUCTOR DE 35 mm2 u 3.95 45.00 177.75 45.00 177.75 45.00 177.75 - - - - - - 45.0 177.75 45.0 177.75

7.04 ALAMBRE DE AMARRE ALUMINIO RECOCIDO DE 16 mm2 m 1.17 645.00 754.65 645.00 754.65 645.00 754.65 - - - - - - 645.0 754.65 645.0 754.65

7.05 GRAPA DE ANCLAJE PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 22.77 53.00 1,206.69 53.00 1,206.69 53.00 1,206.69 - - - - - - 53.0 1,206.69 53.0 1,206.69

7.06 GRAPA DE ANGULO PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 21.90 4.00 87.60 4.00 87.60 4.00 87.60 - - - - - - 4.0 87.60 4.0 87.60

SUB - TOTAL 6 : 3,935.21 3,935.21 3,935.21 - - - - - - - 3,935.21 3,935.21

7.00 CONDUCTOR DE COBRE

7.01 CONDUCTOR DE COBRE RECOCIDO, CABLEADO, DE 16 mm2, PARA PUESTA A TIERRA m 4.72 1 969.50 9,295.03 1 969.50 9,295.03 1 969.50 9,295.03 - - - - - - 1,969.5 9,295.03 1,969.5 9,295.03

7.02 CONDUCTOR DE COBRE TEMPLADO DURO DE 25 mm2, BAJADA A PA m - 0.00 - - - - - - - - - - - -

SUB - TOTAL 7 : 9,295.03 9,295.03 9,295.03 - - - - - - - 9,295.03 9,295.03 8.00 MATERIAL DE FERRETERIA PARA POSTES Y CRUCETAS

8.01 PERNO CABEZA COCHE AºGº de 13 mm ø x 152mm, LONG. 76 MM MAQUINADO, CON ARANDELA, u 3.96 38.00 150.47 38.00 150.47 38.00 150.47 - - - - - - 38.0 150.47 38.0 150.47

8.02 PERNO MAQUINADO DE AºGº de 16 mm ø x 254mm, LONG. 152 mm MAQUINADO, CON ARANDELA, u 2.10 52.00 109.20 52.00 109.20 52.00 109.20 - - - - - - 52.0 109.20 52.0 109.20

8.03 PERNO DE A°G° DE 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 7.03 270.00 1,897.25 270.00 1,897.25 270.00 1,897.25 - - - - - - 270.0 1,897.25 270.0 1,897.25

8.04 PERNO DE A°G° DE 16 mm ø x 356 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 5.50 38.00 209.00 38.00 209.00 38.00 209.00 - - - - - - 38.0 209.00 38.0 209.00

8.05 PERNO OJO DE A°G° DE 16 mm ø x 254 mm, LONG. 152 mm MAQUINADO, CON TCA Y CTCA u 11.78 57.00 671.45 57.00 671.45 57.00 671.45 - - - - - - 57.0 671.45 57.0 671.45


8.07 PERNO DOBLE ARMADO DE A°G° DE 16 mm ø x 508 mm, PROVISTO DE 4 TUERCAS u 7.00 38.00 266.00 38.00 266.00 38.00 266.00 - - - - - - 38.0 266.00 38.0 266.00

8.08 PERNO SIMPLE BORDE DE A°G° DE 16 mm ø x 425 mm, PROVISTO DE 2 TUERCAS, 1 CONTRA u 9.63 75.00 722.25 75.00 722.25 75.00 722.25 - - - - - - 75.0 722.25 75.0 722.25

8.09 PORTALINEA UNIPOLAR DE A°G°, PROVISTO DE PIN DE 16 mm ø u 4.35 118.00 513.30 118.00 513.30 118.00 513.30 - - - - - - 118.0 513.30 118.0 513.30

8.10 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 1.02 38.00 38.78 38.00 38.78 38.00 38.78 - - - - - - 38.0 38.78 38.0 38.78

8.11 BRAZO-SOPORTE (RIOSTRA) DE PERFIL ANGULAR DE A°G° DE 38 x 38 x 5 mm y 710 mm LONGITU u 26.42 38.00 1,004.01 38.00 1,004.01 38.00 1,004.01 - - - - - - 38.0 1,004.01 38.0 1,004.01

8.12 ARANDELA CUADRADA PLANA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 1.36 126.00 171.57 126.00 171.57 126.00 171.57 - - - - - - 126.0 171.57 126.0 171.57

8.13 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 1.42 590.00 840.22 590.00 840.22 590.00 840.22 - - - - - - 590.0 840.22 590.0 840.22

8.14 CINTA PLANA PARA ARMAR u 1.92 25.00 48.00 25.00 48.00 25.00 48.00 - - - - - - 25.0 48.00 25.0 48.00


8.16 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 1.02 38.00 38.78 38.00 38.78 38.00 38.78 - - - - - - 38.0 38.78 38.0 38.78












UNDPRECIO UNITARIO










SUB - TOTAL 8 : 8,143.56 8,143.56 8,143.56 - - - - - - - 8,143.56 8,143.56 9.00 RETENIDAS Y ANCLAJES

9.01 CABLE DE ACERO GRADO SIEMENS MARTIN, DE 10 mm ø m 3.79 1 036.00 3,925.46 1 036.00 3,925.46 1 036.00 3,925.46 - - - - - - 1,036.0 3,925.46 1,036.0 3,925.46

9.02 PERNO ANGULAR CON OJAL-GUARDA CABO DE A°G°, 16 mm ø x 305 mm, PROVISTO DE TUERC u 12.04 75.00 902.72 75.00 902.72 75.00 902.72 - - - - - - 75.0 902.72 75.0 902.72

9.03 VARILLA DE ANCLAJE DE A° G° DE 16 mm ø x 2,40 m, PROVISTO DE OJAL GUARDACABO EN UN u 47.02 75.00 3,526.62 75.00 3,526.62 75.00 3,526.62 - - - - - - 75.0 3,526.62 75.0 3,526.62

9.04 MORDAZA PREFORMADA DE A° G° PARA CABLE DE 10 mm ø u 8.65 150.00 1,297.23 150.00 1,297.23 150.00 1,297.23 - - - - - - 150.0 1,297.23 150.0 1,297.23

9.05 ALAMBRE DE ACERO N° 12; PARA ENTORCHADO m 0.51 112.50 57.17 112.50 57.17 112.50 57.17 - - - - - - 112.5 57.17 112.5 57.17

9.06 ARANDELA DE ANCLAJE, DE A° G°, 102 x 102 x 6,35 mm, AGUJERO DE 18 mmø u 5.38 75.00 403.31 75.00 403.31 75.00 403.31 - - - - - - 75.0 403.31 75.0 403.31

9.07 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 1.42 150.00 213.62 150.00 213.62 150.00 213.62 - - - - - - 150.0 213.62 150.0 213.62

9.08 CONTRAPUNTA DE A° G° CON ABRAZADERA PARTIDA EN UN EXTREMO Y GRAPA DE AJUSTE PA u 52.25 7.00 365.75 7.00 365.75 7.00 365.75 - - - - - - 7.0 365.75 7.0 365.75

9.09 BLOQUE DE CONCRETO DE 0,40 x 0,40 x 0,15 m u 39.00 75.00 2,925.00 75.00 2,925.00 75.00 2,925.00 - - - - - - 75.0 2,925.00 75.0 2,925.00

SUB - TOTAL 9 : 13,616.88 13,616.88 13,616.88 13,616.88 13,616.88 10.00 MATERIAL PARA PUESTA A TIERRA

10.01 ELECTRODO DE ACERO RECUBIERTO DE COBRE DE 16 mm ø x 2,40 m u 50.57 114.00 5,764.53 114.00 5,764.53 114.00 5,764.53 - - - - - - 114.0 5,764.53 114.0 5,764.53

10.02 CONECTOR AB PARA ELECTRODO DE 16 mm ø u 5.68 178.00 1,011.26 178.00 1,011.26 178.00 1,011.26 - - - - - - 178.0 1,011.26 178.0 1,011.26

10.03 SOLDADURA CADWELD CONEXIÓN TERMOSOLDADA Conductor 16mm2-Electrodo de 16 mm ø u 46.08 178.00 8,202.24 178.00 8,202.24 178.00 8,202.24 - - - - - - 178.0 8,202.24 178.0 8,202.24

10.04 CAJA REGISTRO DE CONCRETO PARA PUESTA A TIERRA 0,50x0,50x0,45 m u 46.08 114.00 5,253.12 114.00 5,253.12 114.00 5,253.12 - - - - - - 114.0 5,253.12 114.0 5,253.12

10.05 PLANCHA DOBLADA DE COBRE PARA TOMA A TIERRA DE ESPIGAS Y/ O PERNOS u 7.08 329.00 2,329.32 329.00 2,329.32 329.00 2,329.32 - - - - - 329.0 2,329.32 329.0 2,329.32

10.06 CONECTOR DE COBRE TIPO PERNO PARTIDO PARA CONDUCTOR 16 mm² u 2.63 329.00 865.27 329.00 865.27 329.00 865.27 - - - - - - 329.0 865.27 329.0 865.27

10.07 CONECTOR DOBLE VIA BIMETÁLICO PARA CABLE DE ACERO DE 10mmø Y COBRE DE 16 mm² u 5.04 75.00 378.00 75.00 378.00 75.00 378.00 - - - - - - 75.0 378.00 75.0 378.00 - - - - - - - - - - -

SUB - TOTAL 10 : 23,803.74 23,803.74 23,803.74 - - - - - - - 23,803.74 23,803.74 11.00 EQUIPO DE PROTECCION Y MANIOBRA

11.01 SECCIONADOR FUSIBLE UNIPOLAR TIPO EXPULSION (CUT-OUT) DE 27/38 kV, 100A, 150KV-BIL. u 260.61 38.00 9,903.13 38.00 9,903.13 38.00 9,903.13 30.00 7,818.26 - - - - 68.0 17,721.39 68.0 17,721.39

11.02 FUSIBLE TIPO EXPULSION DE 2 A, TIPO K u 4.65 32.00 148.80 32.00 148.80 32.00 148.80 30.00 139.50 - - - - 62.0 288.30 62.0 288.30

11.03 FUSIBLE TIPO EXPULSION DE 3 A, TIPO K u 4.48 6.00 26.88 6.00 26.88 6.00 26.88 - - - - - - 6.0 26.88 6.0 26.88

11.04 PARARRAYOS DE OXIDO METALICO, 21 kV, 10 kA, CLASE 1 u 257.21 38.00 9,774.12 38.00 9,774.12 38.00 9,774.12 30.00 7,716.41 - - - - 68.0 17,490.54 68.0 17,490.54

SUB - TOTAL 11 : 19,852.93 19,852.93 19,852.93 - 15,674.17 - - - - - 35,527.11 35,527.11

12.00 TRANSFORMADORES DE DISTRIBUCIÓN

12.01 TRANSFORMADOR MONOFÁSICO DE 5 kVA; 13,2/0,46-0,23 kV, 1ø-N- Fase-Neutro u 2 697.32 12.00 32,367.84 12.00 32,367.84 12.00 32,367.84 - - - - - - 12.0 32,367.84 12.0 32,367.84

12.02 TRANSFORMADOR MONOFÁSICO DE 10 kVA; 13,2/0,46-0,23 kV, 1ø-N-Fase-Neutro u 3 452.19 20.00 69,043.71 20.00 69,043.71 20.00 69,043.71 - - - - - - 20.0 69,043.71 20.0 69,043.71



SUB - TOTAL 12 : 129,400.85 129,400.85 129,400.85 - - - - - - - 129,400.85 129,400.85

13.00 TABLEROS DE DISTRIBUCIÓN

13.01 TABLEROS DE DISTRIBUCIÓN COMPLETA PARA S.E. DE 5 kVA; 440-220V u 2 204.48 12.00 26,453.76 12.00 26,453.76 12.00 26,453.76 - - - - - - 12.0 26,453.76 12.0 26,453.76




SUB - TOTAL 13 : 85,134.41 85,134.41 85,134.41 - - - - - - - 85,134.41 85,134.41

14.00 CABLES DE ENERGÍA DE BAJA TENSIÓN

14.01 CABLE NYY, 1 KV, 1x16mm² m 6.38 110.00 701.80 110.00 701.80 110.00 701.80 - - - - - - 110.0 701.80 110.0 701.80

14.02 CABLE NYY, 1 KV, 1x25mm² m 9.75 300.00 2,925.00 300.00 2,925.00 300.00 2,925.00 - - - - - - 300.0 2,925.00 300.0 2,925.00

14.03 CABLE NYY, 1 KV, 1x35mm² m 13.16 160.00 2,105.60 160.00 2,105.60 160.00 2,105.60 - - - - - - 160.0 2,105.60 160.0 2,105.60

SUB - TOTAL 14 : 5,732.40 5,732.40 5,732.40 - - - - - - - 5,732.40 5,732.40

A TOTAL SUMINISTRO DE MATERIALES 457,063.50 457,063.50 457,063.50 - 15,674.17 - 89,432.18 - 71,831.06 - 490,338.80 490,338.80







UNDPRECIO UNITARIO









1.00 OBRAS PRELIMINARES - - - - - - - - - - - -

1.01 REPLANTEO TOPOGRÁFICO Y UBICACIÓN DE ESTRUCTURAS EN LINEAS PRIMARIAS km 345.56 33.00 11,403.48 33.00 11,403.48 33.00 11,403.48 - - - - - - 33.0 11,403.48 33.0 11,403.48

SUB - TOTAL 1 : 11,403.48 11,403.48 11,403.48 - - - - - - - 11,403.48 11,403.48 2.00 INSTALACION DE POSTES DE

2.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 156.38 5,707.87 156.38 5,707.87 156.38 5,707.87 - - - - 9.1 331.42 147.3 5,376.45 147.3 5,376.45

2.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) m3 115.27 5.34 615.54 5.34 615.54 5.34 615.54 - - - - 2.0 235.15 3.3 380.39 3.3 380.39

2.03 TRANSPORTE DE POSTE DE CONCRETO 12/300 daN DE ALMACEN A PUNTO DE IZAJE u 144.23 37.00 5,336.51 37.00 5,336.51 37.00 5,336.51 - - - - 29.0 4,182.67 8.0 1,153.84 8.0 1,153.84

2.04 TRANSPORTE DE POSTE DE CONCRETO 11/200 daN DE ALMACEN A PUNTO DE IZAJE u 97.33 87.00 8,467.71 87.00 8,467.71 87.00 8,467.71 - - - - 76.0 7,397.08 11.0 1,070.63 11.0 1,070.63

2.05 TRANSPORTE DE POSTE DE CONCRETO 11/300 daN DE ALMACEN A PUNTO DE IZAJE u 118.20 22.00 2,600.40 22.00 2,600.40 22.00 2,600.40 - - - - 5.0 591.00 17.0 2,009.40 17.0 2,009.40

2.06 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 12/300 daN u 82.60 37.00 3,056.20 37.00 3,056.20 37.00 3,056.20 - - - - 29.0 2,395.40 8.0 660.80 8.0 660.80

2.07 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/200 daN u 64.26 87.00 5,590.62 87.00 5,590.62 87.00 5,590.62 - - - - 76.0 4,883.76 11.0 706.86 11.0 706.86

2.08 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/300 daN u 70.47 22.00 1,550.34 22.00 1,550.34 22.00 1,550.34 - - - - 5.0 352.35 17.0 1,197.99 17.0 1,197.99

2.09 RELLENO Y COMPACTACIÓN PARA CIMENTACIÓN DE POSTE DE 11 m y 12 m m3 80.62 156.40 12,608.97 156.40 12,608.97 156.40 12,608.97 - - - - 5.80 467.60 150.6 12,141.37 150.6 12,141.37

2.10 ELIMINACIÓN DE MATERIAL EXCEDENTE m3 11.12 156.40 1,739.17 156.40 1,739.17 156.40 1,739.17 - - - - 5.80 64.50 150.6 1,674.67 150.6 1,674.67

2.11 TRANSPORTE DE POSTE DE MADERA DE 12 m - CLASE 5 u 263.00 - - - - - 27.0 7,101.00 - - 27.0 7,101.00 27.0 7,101.00



2.14 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTES DE MADERA DE 12 m - CLASE 5 u 91.34 - - - - - 27.0 2,466.18 - - 27.0 2,466.18 27.0 2,466.18



SUB - TOTAL 2 : 47,273.33 47,273.33 47,273.33 - - - 33,062.78 - 20,900.93 - 59,435.18 59,435.18 3.00 INSTALACION DE RETENIDAS - - - - - - - - - - - -

3.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 94.50 3,449.25 94.50 3,449.25 94.50 3,449.25 - - - - - - 94.5 3,449.25 94.5 3,449.25

3.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) m3 54.18 68.00 3,684.24 68.00 3,684.24 68.00 3,684.24 - - - - - - 68.0 3,684.24 68.0 3,684.24

3.03 INSTALACION DE RETENIDA INCLINADA u 39.90 7.00 279.30 7.00 279.30 7.00 279.30 - - - - - - 7.0 279.30 7.0 279.30

3.04 RELLENO Y COMPACTACION DE RETENIDA INCLINADA Y VERTICAL m3 40.07 94.50 3,786.62 94.50 3,786.62 94.50 3,786.62 - - - - - - 94.5 3,786.62 94.5 3,786.62

SUB - TOTAL 3 : 11,199.41 11,199.41 11,199.41 - - - - - - - 11,199.41 11,199.41 4.00 MONTAJE DE ARMADOS - - - - - - - - - - - -

4.01 ARMADO TIPO PS1-1N jgo. 37.58 75.00 2,818.50 75.00 2,818.50 75.00 2,818.50 - - - - - - 75.0 2,818.50 75.0 2,818.50

4.02 ARMADO TIPO PA1-1N jgo. 39.68 19.00 753.92 19.00 753.92 19.00 753.92 - - - - - - 19.0 753.92 19.0 753.92

4.03 ARMADO TIPO PA2-1N jgo. 35.20 4.00 140.80 4.00 140.80 4.00 140.80 - - - - - - 4.0 140.80 4.0 140.80

4.04 ARMADO TIPO PTV-1N jgo. 35.20 25.00 880.00 25.00 880.00 25.00 880.00 - - - - - - 25.0 880.00 25.0 880.00

4.05 ARMADO TIPO TS-0N jgo. 49.36 22.00 1,085.92 22.00 1,085.92 22.00 1,085.92 - - - - - - 22.0 1,085.92 22.0 1,085.92

4.05 ARMADO TIPO DT-0N jgo. 42.45 6.00 254.70 6.00 254.70 6.00 254.70 - - - - - - 6.0 254.70 6.0 254.70

4.06 ARMADO TIPO DS-0N jgo. 19.35 20.00 387.00 20.00 387.00 20.00 387.00 - - - - - - 20.0 387.00 20.0 387.00

4.07 ARMADO TIPO SMM-1P jgo. 480.12 25.00 12,003.00 25.00 12,003.00 25.00 12,003.00 - - - - - - 25.0 12,003.00 25.0 12,003.00

4.08 ARMADO TIPO SMM-2P jgo. 480.12 13.00 6,241.56 13.00 6,241.56 13.00 6,241.56 - - - - - - 13.0 6,241.56 13.0 6,241.56

4.09 ARMADO TIPO PSEC-1NP jgo. 49.36 0.00 - - 0.00 - - - 30.0 1,480.80 - - 30.0 1,480.80 30.0 1,480.80

SUB - TOTAL 4 : 24,565.40 24,565.40 24,565.40 - - - 1,480.80 - - - 26,046.20 26,046.20

5.00 MONTAJE DE CONDUCTORES DE ALEACION DE ALUMINIO

5.01 TENDIDO Y PUESTA EN FLECHA CONDUCTOR ALEACIÓN DE AL DE 25 mm2, POR FASE km 949.93 13.86 13,168.88 13.86 13,168.88 13.86 13,168.88 - - - - - - 13.86 13,168.88 13.9 13,168.88

5.02 TENDIDO Y PUESTA EN FLECHA CONDUCTOR ALEACIÓN DE AL DE 35 mm2, POR FASE km 1 012.40 13.86 14,032.88 13.86 14,032.88 13.86 14,032.88 - - - - - - 13.86 14,032.88 13.9 14,032.88 SUB - TOTAL 5 : 27,201.76 27,201.76 27,201.76 - - - - - - - 27,201.76 27,201.76

6.00 INSTALACION DE PUESTA A TIERRA

6.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 305.14 11,137.61 305.14 11,137.61 305.14 11,137.61 - - - - - - 305.1 11,137.61 305.1 11,137.61

6.02 INSTALACION DE PUESTA A TIERRA TIPO PAT-1C (Contrapeso) u 49.51 64.00 3,168.64 64.00 3,168.64 64.00 3,168.64 - - - - - - 64.0 3,168.64 64.0 3,168.64

6.03 INSTALACION DE PUESTA A TIERRA TIPO PAT-1, INCLUYE INSTALACIÓN CAJA DE REGISTRO u 84.73 38.00 3,219.74 38.00 3,219.74 38.00 3,219.74 - - - - - - 38.0 3,219.74 38.0 3,219.74

6.04 RELLENO Y COMPACTACIÓN DE PUESTA A TIERRA m3 46.64 305.14 14,231.73 305.14 14,231.73 305.14 14,231.73 - - - - - - 305.1 14,231.73 305.1 14,231.73 SUB - TOTAL 6 : 31,757.72 31,757.72 31,757.72 - - - - - - - 31,757.72 31,757.72

7.00 PRUEBAS Y PUESTA EN SERVICIO

7.01 PRUEBAS Y PUESTA EN SERVICIO DE LA LÍNEA PRIMARIAS Localid 263.07 33.00 8,681.31 33.00 8,681.31 33.00 8,681.31 - - - - - - 33.0 8,681.31 33.0 8,681.31

7.02 EXPEDIENTES TECNICOS FINAL CONFORME A OBRA (1 ORIGINAL + 3 COPIAS), DE LÍNEAS Localid 85.22 33.00 2,812.26 33.00 2,812.26 33.00 2,812.26 - - - - - - 33.0 2,812.26 33.0 2,812.26

PRIMARIAS, INCLUYE LA PRESENTACION DIGITALIZADA DE TEXTOS Y PLANOS EN CD. - SUB - TOTAL 7 : 11,493.57 11,493.57 11,493.57 - - - - - - - 11,493.57 11,493.57

B TOTAL MONTAJE ELECTROMECANICO 164,894.67 1,039.26 164,894.67 164,894.67 - 34,543.58 20,900.93 178,537.32 178,537.32 - - - - - - - -

C TRANSPORTE (13% COSTO MATERIALES) 50,418.07 50,418.07 50,418.07 50,418.07 1,729.00 9,865.15 7,923.59 54,088.62 54,088.62

D COSTO DIRECTO (CD) 672,376.24 51,457.33 672,376.24 672,376.24 17,403.17 133,840.91 100,655.58 722,964.74 722,964.74

E GASTOS GENERALES 57 769.31 57 769.31 57 769.31 57 769.31 1 495.25 11 499.36 8 648.14 62 115.78 62 115.78

F UTILIDADES 67 237.62 5 145.73 67 237.62 67 237.62 1 740.32 13 384.09 10 065.56 72 296.47 72 296.47

G COSTO TOTAL 797 383.17 114 372.37 797 383.17 797 383.17 20 638.74 158 724.36 119 369.28 857 376.99 857 376.99H FACTOR DE REALC 1.003788 800 404.02 114 805.66 800 404.02 800 404.02 20 716.93 159 325.68 119 821.51 860 625.12 860 625.12

### MINISTERIO DE ENERGIA Y MINAS

###DIRECCION GENERAL DE ELECTRIFICAION RURAL


###AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO DE SAN LUIS, PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGION ANCASH

### UBICACIÓN : ANCASH### SECCION 3 : REDES SECUNDARIAS Y CONEXIONES DOMICILIARIAS

### LOCALIDADES : VARIOS

### Item Descripción

UNDPRECIO UNITARIO



### CONTRATADO PACTADO METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL METRADO TOTAL

SUMINISTRO DE MATERIALES### 1.00 POSTES DE CONCRETO ARMADO CENTRIFUGADO

### 1.01 POSTE DE CAC 8m daN (INCLUYE PERILLA) u 344.92 1 439.00 496,334.12 1 439.00 496,334.12 1 439.00 496,334.12 - - - - 416.0 143,485.06 1,023.0 352,849.07 1,023.0 352,849.07 ### 1.02 POSTE DE CONCRETO DE 8 m/300 daN (Incluye perilla) u 395 - - - - - 386.0 152,470.00 - - 386.0 152,470.00 386.0 152,470.00 ### SUB - TOTAL 1 : 496,334.12 496,334.12 496,334.12 - - - 152,470.00 - 143,485.06 - 505,319.07 505,319.07 ### 2.00 CABLES Y CONDUCTORES DE ALUMINIO - - - - - - - - - - - -

### 2.01 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X25+16/25 mm² Km 6 511.14 2.30 14,975.62 2.30 14,975.62 2.30 14,975.62 - - - - - - 2.3 14,975.62 2.3 14,975.62

### 2.02 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16+16/25 mm² Km 5 380.09 16.69 89,793.70 16.69 89,793.70 16.69 89,793.70 - - - - - - 16.7 89,793.70 16.7 89,793.70

### 2.03 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16/25 mm² Km 4 182.03 3.89 16,268.10 3.89 16,268.10 3.89 16,268.10 - - - - - - 3.9 16,268.10 3.9 16,268.10

2.04 CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16+16/25 mm² Km 4 161.28 23.19 96,500.08 23.19 96,500.08 23.19 96,500.08 - - - - - - 23.2 96,500.08 23.2 96,500.08

### 2.05 CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16/25 mm² Km 2 939.11 40.60 119,327.87 40.60 119,327.87 40.60 119,327.87 - - - - - - 40.6 119,327.87 40.6 119,327.87

### SUB - TOTAL 2 : 336,865.37 336,865.37 336,865.37 - - - - - - - 336,865.37 336,865.37

### 3.00 ACCESORIOS DE CABLES AUTOPORTANTES - - - - - - - - - - - - ### 3.01 GRAPA DE SUSPENSION ANGULAR PARA CONDUCTOR DE ALEACION DE ALUMINIO DE 25 A 35 mm² u 8.34 942.00 7,856.28 942.00 7,856.28 942.00 7,856.28 - - - - 7.0 58.38 935.0 7,797.90 935.0 7,797.90 ### 3.02 GRAPA DE ANCLAJE PARA CONDUCTOR DE ALEACION DE ALUMINIO DE 25 A 35 mm² u 18.61 1 136.00 21,140.96 1 136.00 21,140.96 1 136.00 21,140.96 - - - - 6.0 111.66 1,130.0 21,029.30 1,130.0 21,029.30

### 3.03 CONECTOR BIMETÁLICO , PARA Al 25mm²/Cu 4-10 mm², PARA NEUTRO DESNUDO, TIPO CUÑA u 5.12 140.00 716.80 140.00 716.80 140.00 716.80 - - - - - - 140.0 716.80 140.0 716.80 ### 3.04 CONECTOR BIMETÁLICO AISLADO, PARA Al 35mm²/Cu 4-10 mm², PARA FASE AISLADA, TIPO PERFORACIÓN u 5.94 140.00 831.60 140.00 831.60 140.00 831.60 - - - - - - 140.0 831.60 140.0 831.60

### 3.05 CONECTOR, PARA Al 25mm², PARA NEUTRO DESNUDO, TIPO CUÑA u 5.16 355.00 1,831.80 355.00 1,831.80 355.00 1,831.80 - - - - - - 355.0 1,831.80 355.0 1,831.80 ### 3.06 CONECTOR AISLADO, PARA Al 35mm², PARA FASE AISLADA, TIPO PERFORACIÓN u 5.39 355.00 1,913.45 355.00 1,913.45 355.00 1,913.45 - - - - - - 355.0 1,913.45 355.0 1,913.45

### 3.07 CORREA PLASTICA DE AMARRE COLOR NEGRO u 0.28 6 706.00 1,877.68 6 706.00 1,877.68 6 706.00 1,877.68 3,144.00 880.32 - - - - 9,850.0 2,758.00 9,850.0 2,758.00

### 3.08 CINTA AUTOFUNDANTE PARA EXTREMO DE CABLE m 6.88 1 221.00 8,400.48 1 221.00 8,400.48 1 221.00 8,400.48 229.00 1,575.52 - - - - 1,450.0 9,976.00 1,450.0 9,976.00 ### 3.09 CINTA AISLANTE m 3.50 160.00 560.00 160.00 560.00 160.00 560.00 5.00 17.50 - - - - 165.0 577.50 165.0 577.50

### SUB - TOTAL 3 : 45,129.05 45,129.05 45,129.05 - 2,473.34 - - - 170.04 - 47,432.35 47,432.35 ### 4.00 CABLES Y CONDUCTORES DE COBRE - - - - - - - - - - - -

### 4.01 CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, BIPOLAR, 2x10 mm2, CUBIERTA NEGRA m 10.40 138.00 1,435.20 138.00 1,435.20 138.00 1,435.20 - - - - - - 138.0 1,435.20 138.0 1,435.20 ### 4.02 CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, TRIPOLAR, 3x10 mm2, CUBIERTA NEGRA m 14.53 198.00 2,876.94 198.00 2,876.94 198.00 2,876.94 - - - - - - 198.0 2,876.94 198.0 2,876.94

4.03 CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, BIPOLAR, 2x2,5 mm2, CUBIERTA NEGRA m 6.06 313.50 1,899.81 313.50 1,899.81 313.50 1,899.81 186.50 1,130.19 - - - - 500.0 3,030.00 500.0 3,030.00

### 4.04 CONDUCTOR DE COBRE CONCENTRICO, 2 x 4 mm² , CON AISLAMIENTO Y CUBIERTA DE PVC m 3.39 30 195.00 102,361.05 30 195.00 102,361.05 30 195.00 102,361.05 360.00 1,220.40 - - - - 30,555.0 103,581.45 30,555.0 103,581.45

### 4.05 CONDUCTOR DE COBRE RECOCIDO, CABLEADO, DESNUDO DE 16 mm² m 4.72 5 591.00 26,389.52 5 591.00 26,389.52 5 591.00 26,389.52 181.00 854.32 - - - - 5,772.0 27,243.84 5,772.0 27,243.84

### SUB - TOTAL 4 : 134,962.52 134,962.52 134,962.52 - 3,204.91 - - - - - 138,167.43 138,167.43 ### 5.00 LUMINARIAS, LAMPARAS Y ACCESORIOS - - - - - - - - -

### 5.01 PASTORAL TUBO A°G° 38 mm f, INT.; 500mm AVANCE HORIZ.; 720 mm ALTURA, Y 20° INCLINACION,

### PROVISTO DE 2 ABRAZADERAS DOBLES PARA POSTE DE CAC u 71.96 209.00 15,039.64 209.00 15,039.64 209.00 15,039.64 131.00 9,426.76 - - - - 340.0 24,466.40 340.0 24,466.40 ### 5.02 LUMINARIA COMPLETA CON EQUIPO PARA LAMPARA DE 50 W u 257.66 209.00 53,850.94 209.00 53,850.94 209.00 53,850.94 131.00 33,753.46 - - - - 340.0 87,604.40 340.0 87,604.40 ### 5.03 LAMPARA DE VAPOR DE SODIO DE ALTA PRESION DE 50 W u 28.47 209.00 5,950.23 209.00 5,950.23 209.00 5,950.23 131.00 3,729.57 - - - - 340.0 9,679.80 340.0 9,679.80

### 5.04 PORTA FUSIBLE UNIPOLAR 220V, 5A, PROVISTO CON FUSIBLE DE 1A u 4.77 209.00 996.93 209.00 996.93 209.00 996.93 131.00 624.87 - - - - 340.0 1,621.80 340.0 1,621.80 ### 5.05 CONECTOR BIMETÁLICO FORRADO PARA Al 35 mm² /Cu 4-10 mm², PARA FASE AISLADA TIPO PERFORACIÓN 5.58 209.00 1,166.22 209.00 1,166.22 209.00 1,166.22 131.00 730.98 - - - - 340.0 1,897.20 340.0 1,897.20

### 5.06 CONECTOR BIMETÁLICO PARA Al 25 mm² /Cu 4-10 mm², PARA NEUTRO DESNUDO TIPO CUÑA u 5.94 209.00 1,241.46 209.00 1,241.46 209.00 1,241.46 131.00 778.14 - - - - 340.0 2,019.60 340.0 2,019.60

### SUB - TOTAL 5 : 78,245.42 78,245.42 78,245.42 - 49,043.78 - - - - - 127,289.20 127,289.20













UNDPRECIO UNITARIO









### 6.00 RETENIDAS Y ANCLAJES - - - - - - - - - - - -

### 6.01 CABLE DE ACERO GRADO SIEMENS MARTIN, DE 10 mm ø, 7 HILOS m 3.79 6 490.00 24,597.10 6 490.00 24,597.10 6 490.00 24,597.10 816.00 3,092.64 - - - - 7,306.0 27,689.74 7,306.0 27,689.74 ### 6.02 PERNO ANGULAR CON OJAL-GUARDACABO DE A°G°, 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 10.66 633.00 6,747.78 633.00 6,747.78 633.00 6,747.78 - - - - 15.0 159.90 618.0 6,587.88 618.0 6,587.88

### 6.03 PERNO ANGULAR CON OJAL-GUARDACABO DE A°G°, 16 mm ø x 305 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 12.04 18.00 216.72 18.00 216.72 18.00 216.72 97.00 1,167.88 - - - - 115.0 1,384.60 115.0 1,384.60 ### 6.04 VARILLA DE ANCLAJE DE A° G° DE 16 mm ø x 2.40 m, PROV. DE OJAL GUARD. EN UN EXTREMO; TCA Y CTCA EN EL OTRO u 47.02 651.00 30,610.02 651.00 30,610.02 651.00 30,610.02 82.00 3,855.64 - - - - 733.0 34,465.66 733.0 34,465.66

### 6.05 ARANDELA DE ANCLAJE, DE A° G°, 102 x 102 x 5 mm, AGUJERO DE 18 mmø u 5.38 651.00 3,502.38 651.00 3,502.38 651.00 3,502.38 82.00 441.16 - - - - 733.0 3,943.54 733.0 3,943.54

### 6.06 MORDAZA PREFORMADA DE A° G° PARA CABLE DE 10 mm ø u 8.65 1 302.00 11,262.30 1 302.00 11,262.30 1 302.00 11,262.30 164.00 1,418.60 - - - - 1,466.0 12,680.90 1,466.0 12,680.90 ### 6.07 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mmø u 1.42 1 302.00 1,848.84 1 302.00 1,848.84 1 302.00 1,848.84 164.00 232.88 - - - - 1,466.0 2,081.72 1,466.0 2,081.72

### 6.08 SOPORTE DE CONTRAPUNTA DE 51 mmØx1000mm DE LONG. CON ABRAZADERA PARTIDA EN UN EXTREMO u 51.00 20.00 1,020.00 20.00 1,020.00 20.00 1,020.00 - - - - - - 20.0 1,020.00 20.0 1,020.00

### 6.09 ALAMBRE DE ACERO N° 12; PARA ENTORCHADO m 0.51 1 953.00 996.03 1 953.00 996.03 1 953.00 996.03 816.00 416.16 - - - - 2,769.0 1,412.19 2,769.0 1,412.19 ### 6.10 BLOQUE DE CONCRETO DE 0,40 x 0,40 x 0,15 m u 39.00 651.00 25,389.00 651.00 25,389.00 651.00 25,389.00 82.00 3,198.00 - - - - 733.0 28,587.00 733.0 28,587.00

### 6.11 CONECTOR BIMETÁLICO FORRADO PARA Al 25 mm² Y COBRE DE 16mm², TIPO CUÑA u 5.12 651.00 3,333.12 651.00 3,333.12 651.00 3,333.12 82.00 419.84 - - - - 733.0 3,752.96 733.0 3,752.96 ### 6.12 CONECTOR DOBLE VIA BIMETÁLICO PARA CABLE DE ACERO DE 10mmØ Y COBRE DE 16 mm² u 5.94 651.00 3,866.94 651.00 3,866.94 651.00 3,866.94 82.00 487.08 - - - - 733.0 4,354.02 733.0 4,354.02

### SUB - TOTAL 6 : 113,390.23 113,390.23 113,390.23 - 14,729.88 - - - 159.90 - 127,960.21 127,960.21

### 7.00 ACCESORIOS DE FERRETERIA PARA ESTRUCTURAS - - - - - - - - - - - - ### 7.01 PERNO CON GANCHO DE 16mm Ø, PROVISTO DE ARANDELA, TUERCA Y CONTRAT., LONG. 254 mm u 12.34 886.00 10,933.24 886.00 10,933.24 886.00 10,933.24 - - - - 6.0 74.04 880.0 10,859.20 880.0 10,859.20

### 7.02 PERNO CON GANCHO DE 16mm Ø, PROVISTO DE ARANDELA, TUERCA Y CONTRAT., LONG. 305 mm u 13.78 56.00 771.68 56.00 771.68 56.00 771.68 - - - - 4.0 55.12 52.0 716.56 52.0 716.56

### 7.03 PERNO DE AºGº DE 13mm Ø, PROVISTO DE TUERCA Y CONTRAT., LONG. 254 mm u 4.76 1 459.00 6,944.84 1 459.00 6,944.84 1 459.00 6,944.84 - - - - 1,009.0 4,802.84 450.0 2,142.00 450.0 2,142.00 ### 7.04 PERNO DE AºGº DE 13mm Ø, PROVISTO DE TUERCA Y CONTRAT., LONG. 305 mm u 5.13 114.00 584.82 114.00 584.82 114.00 584.82 - - - - 59.0 302.67 55.0 282.15 55.0 282.15

### 7.05 PERNO CON OJAL, DE AºGº DE 16mm Ø, PROVISTO DE TUERCA Y CONTRAT., LONG. 254 mm u 11.16 795.00 8,872.20 795.00 8,872.20 795.00 8,872.20 - - - - 5.0 55.80 790.0 8,816.40 790.0 8,816.40 ### 7.06 PERNO CON OJAL, DE AºGº DE 16mm Ø, PROVISTO DE TUERCA Y CONTRAT., LONG. 305 mm u 11.78 100.00 1,178.00 100.00 1,178.00 100.00 1,178.00 - - - - - - 100.0 1,178.00 100.0 1,178.00

### 7.07 TUERCA-OJAL DE AºGº PARA PERNO DE 16 mmØ u 7.00 241.00 1,687.00 241.00 1,687.00 241.00 1,687.00 - - - - 3.0 21.00 238.0 1,666.00 238.0 1,666.00

### 7.08 FLEJE DE ACERO INOXIDABLE DE 19 mm PROVISTO DE HEBILLA u 6.70 140.00 938.00 140.00 938.00 140.00 938.00 - - - - - - 140.0 938.00 140.0 938.00 ### 7.09 ARANDELA CUADRADA CURVA DE 57x57 mm, AGUJERO DE 18mmØ u 1.42 2 732.00 3,879.44 2 732.00 3,879.44 2 732.00 3,879.44 58.00 82.36 - - - - 2,790.0 3,961.80 2,790.0 3,961.80

### 7.10 CAJA DE DERIVACION PARA ACOMETIDAS, SISTEMA 440-22O V (10 BORNERAS EN CADA BARRA DE Cu) u 59.10 25.00 1,477.50 25.00 1,477.50 25.00 1,477.50 - - - - - - 25.0 1,477.50 25.0 1,477.50 ### 7.11 CAJA DE DERIVACION PARA ACOMETIDAS, SISTEMA 22O V (10 BORNERAS EN CADA BARRA DE Cu) u 88.09 115.00 10,130.35 115.00 10,130.35 115.00 10,130.35 - - - - - - 115.0 10,130.35 115.0 10,130.35

### 7.12 PORTALINEA UNIPOLAR DE AºGº, PROVISTO DE PIN DE 10 mm Ø u 4.64 1 713.00 7,948.32 1 713.00 7,948.32 1 713.00 7,948.32 - - - - 1,208.0 5,605.12 505.0 2,343.20 505.0 2,343.20

### SUB - TOTAL 7 : 55,345.39 55,345.39 55,345.39 - 82.36 - - - 10,916.59 - 44,511.16 44,511.16

### 8.00 PUESTA A TIERRA - - - - - - - - - - - - ### 8.01 ELECTRODO DE ACERO RECUBIERTO DE COBRE DE 16 mm ø x 2,40 m u 50.57 494.00 24,981.58 494.00 24,981.58 494.00 24,981.58 16.00 809.12 - - - - 510.0 25,790.70 510.0 25,790.70 ### 8.02 CONECTOR BIMETALICO, PARA Al 25mm²/ Cu 16 mm², PARA NEUTRO DESNUDO, TIPO CUÑA u 5.12 494.00 2,529.28 494.00 2,529.28 494.00 2,529.28 16.00 81.92 - - - - 510.0 2,611.20 510.0 2,611.20 ### 8.03 CONECTOR DE BRONCE PARA ELECTRODO DE 16 mm ø Y CONDUCTOR DE COBRE 16 mm² u 5.94 494.00 2,934.36 494.00 2,934.36 494.00 2,934.36 16.00 95.04 - - - - 510.0 3,029.40 510.0 3,029.40

0.00 0.00

### SUB - TOTAL 8 : 30,445.22 30,445.22 30,445.22 - 986.08 - - - - - 31,431.30 31,431.30 ### 9.00 CONEXIONES DOMICILIARIAS - - - - - - - - - - - -

### 9.01 TUBO DE AºGº STANDARD / REDONDO DE 19mm x 1,5mm x 2,5m, PROVISTO DE CODO u 35.13 931.00 32,706.03 931.00 32,706.03 931.00 32,706.03 - - - - 48.0 1,686.24 883.0 31,019.79 883.0 31,019.79

### 9.02 TUBO DE AºGº STANDARD / REDONDO DE 19mm x 1,5mm x 4,0m, PROVISTO DE CODO u 52.76 217.00 11,448.92 217.00 11,448.92 217.00 11,448.92 - - - - 9.0 474.84 208.0 10,974.08 208.0 10,974.08 ### 9.03 TUBO DE AºGº STANDARD / REDONDO DE 19mm x 1,5mm x 6,0m, PROVISTO DE CODO u 60.82 324.00 19,705.68 324.00 19,705.68 324.00 19,705.68 - - - - 15.0 912.30 309.0 18,793.38 309.0 18,793.38

### 9.04 ARMELLA TIRAFONDO DE 10mm f x 64mm DE LONGITUD u 1.51 931.00 1,405.81 931.00 1,405.81 931.00 1,405.81 - - - - 16.0 24.16 915.0 1,381.65 915.0 1,381.65

9.05 TARUGO DE CEDRO DE 13 mm x50 mm u 0.35 931.00 325.85 931.00 325.85 931.00 325.85 - - - - 16.0 5.60 915.0 320.25 915.0 320.25

9.06 ALAMBRE GALVANIZADO N° 12 AWG m 0.51 1 082.00 551.82 1 082.00 551.82 1 082.00 551.82 - - - - 27.0 13.77 1,055.0 538.05 1,055.0 538.05 ### 9.07 CONECTOR BIMETÁLICO AISLADO, PARA Al 25 mm²/Cu 4-10 mm², PARA FASE AISLADA, TIPO PERFORACIÓN u 4.79 1 472.00 7,050.88 1 472.00 7,050.88 1 472.00 7,050.88 - - - - 72.0 344.88 1,400.0 6,706.00 1,400.0 6,706.00

### 9.08 CONECTOR BIMETÁLICO, PARA Al 25 mm²/Cu 4-10 mm², PARA NEUTRO DESNUDO, TIPO CUÑA u 5.94 1 472.00 8,743.68 1 472.00 8,743.68 1 472.00 8,743.68 - - - - 72.0 427.68 1,400.0 8,316.00 1,400.0 8,316.00

### 9.09 TEMPLADOR DE AºGº u 2.17 2 944.00 6,388.48 2 944.00 6,388.48 2 944.00 6,388.48 - - - - 1,094.0 2,373.98 1,850.0 4,014.50 1,850.0 4,014.50

### 9.10 CAJA METÁLICA PORTAMEDIDOR, EQUIPADO CON INTERRUPTOR TERMOMAGNETICO 10A u 53.27 1 472.00 78,413.44 1 472.00 78,413.44 1 472.00 78,413.44 - - - - 1,472.0 78,413.44 - - - - ### 9.11 MEDIDOR MONOF. DE ENERGIA ACTIVA, TIPO ELECTRONICO CON MICRO PROCESADOR DE 220 V; 10-40 A; 60 Hz; CLASE 1 u 66.59 1 472.00 98,020.48 1 472.00 98,020.48 1 472.00 98,020.48 - - - - 72.0 4,794.48 1,400.0 93,226.00 1,400.0 93,226.00

### 9.12 CAJA METÁLICA PORTAMEDIDOR, EQUIPADO CON INTERRUPTOR TERMOMAGNETICO 10A TIPO EILHICHA u 66.27 0.00 - 0.00 - 0.00 - - - 1,400.0 92,778.00 - - 1,400.0 92,778.00 1,400.0 92,778.00

### SUB - TOTAL 9 : 264,761.07 264,761.07 264,761.07 - - - 92,778.00 - 89,471.37 - 268,067.70 268,067.70

### TOTAL SUMINISTRO DE MATERIALES A CARGO DEL CONTRATISTA 1,555,478.39 1,555,478.39 1,555,478.39 - 70,520.35 - 245,248.00 - 244,202.96 - 1,627,043.79 1,627,043.79

### 1.00 OBRAS PRELIMINARES### 1.01 REPLANTEO TOPOGRÁFICO, UBICACIÓN DE ESTRUCTURAS E INGENIERÍA DE DETALLE Local. 452.49 33.00 14,932.17 33.00 14,932.17 33.00 14,932.17 - - - - - - 33.0 14,932.17 33.0 14,932.17

### DE LAS REDES SECUNDARIAS - - - - - - - - - - - - -

### SUB - TOTAL 1 : 14,932.17 14,932.17 14,932.17 - - - - - - - 14,932.17 14,932.17

### 2.00 INSTALACION DE POSTES DE CONCRETO

### 2.01 TRANSPORTE DE POSTE DE CAC 8 m/2000N DE ALMACEN A PUNTO DE IZAJE u 45.43 1 439.00 65,373.77 1 439.00 65,373.77 1 439.00 65,373.77 - - - - 416.0 18,898.88 1,023.0 46,474.89 1,023.0 46,474.89

º 2.02 TRANSPORTE DE POSTE DE CAC 8 m/2000N DE ALMACEN A PUNTO DE IZAJE u 50.23 0.00 - 0.00 - 0.00 - - - 386.0 19,388.78 - - 386.0 19,388.78 386.0 19,388.78 ### 2.03 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.5 956.90 34,926.85 956.90 34,926.85 956.90 34,926.85 - - - - 51.3 1,871.36 905.63 33,055.50 905.6 33,055.50 ### 2.04 EXCAVACIÓN EN TERRENO TIPO II (rocoso) m3 115.27 50.40 5,809.61 50.40 5,809.61 50.40 5,809.61 2.86 329.67 - - - - 53.3 6,139.28 53.3 6,139.28

### 2.05 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE DE 8 m/2000 N (*) u 45.01 1 439.00 64,769.39 1 439.00 64,769.39 1 439.00 64,769.39 - - - - 416.0 18,724.16 1,023.0 46,045.23 1,023.0 46,045.23

### 2.06 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE DE 8 m/3000 N (*) u 49.23 0.00 - 0.00 - 0.00 - - - 386.0 19,002.78 - - 386.0 19,002.78 386.0 19,002.78 ### 2.07 RELLENO Y COMPACTACIÓN EN TERRENO TIPO I (arcilloso) m3 52.75 888.55 46,871.01 888.55 46,871.01 888.55 46,871.01 - - - - 18.5 977.46 870.0 45,893.56 870.0 45,893.56

2.08 RELLENO Y COMPACTACIÓN EN TERRENO TIPO II (arenoso gravoso) m3 52.42 49.68 2,604.23 49.68 2,604.23 49.68 2,604.23 3.92 205.49 - - - - 53.6 2,809.71 53.6 2,809.71

### SUB - TOTAL 2 : 220,354.86 220,354.86 220,354.86 - 535.16 - 38,391.56 - 40,471.86 - 218,809.73 218,809.73








UNDPRECIO UNITARIO









### 3.00 INSTALACION DE RETENIDAS

### 3.01 EXCAVACION EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.5 580.24 21,178.76 580.24 21,178.76 580.24 21,178.76 87.55 3,195.58 - - - - 667.8 24,374.34 667.8 24,374.34 ### 3.02 EXCAVACION EN TERRENO TIPO II (rocoso) m3 115.27 147.58 17,011.55 147.58 17,011.55 147.58 17,011.55 22.07 2,544.01 - - - - 169.7 19,555.56 169.7 19,555.56

### 3.03 INSTALACION DE RETENIDA INCLINADA u 54.18 631.00 34,187.58 631.00 34,187.58 631.00 34,187.58 80.00 4,334.40 - - - - 711.0 38,521.98 711.0 38,521.98 ### 3.04 INSTALACION DE RETENIDA VERTICAL u 39.90 20.00 798.00 20.00 798.00 20.00 798.00 - - - - - - 20.0 798.00 20.0 798.00

### 3.05 RELLENO Y COMPACTACION DE RETENIDA INCLINADA Y VERTICAL m3 40.07 727.80 29,162.95 727.80 29,162.95 727.80 29,162.95 109.82 4,400.49 - - - - 837.6 33,563.43 837.6 33,563.43

### SUB - TOTAL 3 : 102,338.84 102,338.84 102,338.84 - 14,474.48 - - - - - 116,813.31 116,813.31

### 4.00 MONTAJE DE ARMADOS

### 4.01 ARMADO TIPO E1, CON CAJA DE DERIVACIÓN PARA ACOMETIDA u 19.22 25.00 480.50 25.00 480.50 25.00 480.50 - - - - 5.0 96.10 20.0 384.40 20.0 384.40

### 4.02 ARMADO TIPO E1/S, SIN CAJA DE DERIVACIÓN PARA ACOMETIDA u 15.45 758.00 11,711.10 758.00 11,711.10 758.00 11,711.10 - - - - 18.0 278.10 740.0 11,433.00 740.0 11,433.00

### 4.03 ARMADO TIPO E2, CON CAJA DE DERIVACIÓN PARA ACOMETIDA u 21.16 21.00 444.36 21.00 444.36 21.00 444.36 - - - - - - 21.0 444.36 21.0 444.36


### 4.05 ARMADO TIPO E3, CON CAJA DE DERIVACIÓN PARA ACOMETIDA u 19.74 65.00 1,283.10 65.00 1,283.10 65.00 1,283.10 - - - - - - 65.0 1,283.10 65.0 1,283.10


### 4.07 ARMADO TIPO E4, CON CAJA DE DERIVACIÓN PARA ACOMETIDA u 21.16 10.00 211.60 10.00 211.60 10.00 211.60 - - - - - - 10.0 211.60 10.0 211.60

### 4.08 ARMADO TIPO E4/S, SIN CAJA DE DERIVACIÓN PARA ACOMETIDA u 19.22 35.00 672.70 35.00 672.70 35.00 672.70 1.00 19.22 - - - - 36.0 691.92 36.0 691.92

### 4.09 ARMADO TIPO E5, CON CAJA DE DERIVACIÓN PARA ACOMETIDA u 27.21 5.00 136.05 5.00 136.05 5.00 136.05 3.00 81.63 - - - - 8.0 217.68 8.0 217.68

### 4.10 ARMADO TIPO E5/S, SIN CAJA DE DERIVACIÓN PARA ACOMETIDA u 24.01 154.00 3,697.54 154.00 3,697.54 154.00 3,697.54 - - - - 3.0 72.03 151.0 3,625.51 151.0 3,625.51 ### 4.11 ARMADO TIPO E6, CON CAJA DE DERIVACIÓN PARA ACOMETIDA u 33.47 14.00 468.58 14.00 468.58 14.00 468.58 3.00 100.41 - - - - 17.0 568.99 17.0 568.99

### 4.12 ARMADO TIPO E6/S,SIN CAJA DE DERIVACIÓN PARA ACOMETIDA u 25.76 91.00 2,344.16 91.00 2,344.16 91.00 2,344.16 19.00 489.44 - - - - 110.0 2,833.60 110.0 2,833.60

### SUB - TOTAL 4 : 27,848.84 27,848.84 27,848.84 - 690.70 - - - 515.77 - 28,023.77 28,023.77

### 5.00 MONTAJE DE CONDUCTORES AUTOPORTANTES

### COMPRENDE TENDIDO Y PUESTA EN FLECHA DE :

### 5.01 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X25+16/25 mm2 km 816.04 2.30 1,876.89 2.30 1,876.89 2.30 1,876.89 - - - - - - 2.3 1,876.89 2.3 1,876.89


### 5.03 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16/25 mm2 km 553.02 3.89 2,151.25 3.89 2,151.25 3.89 2,151.25 - - - - - - 3.9 2,151.25 3.9 2,151.25


### 5.05 CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16/25 mm2 km 553.02 40.60 22,452.61 40.60 22,452.61 40.60 22,452.61 - - - - - - 40.6 22,452.61 40.6 22,452.61 ### SUB - TOTAL 5 : 50,287.63 50,287.63 50,287.63 - - - - - - - 50,287.63 50,287.63

### 6.00 INSTALACION DE PUESTA A TIERRA - - - - - - - - - - - - ### 6.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) m3 36.50 780.52 28,488.98 780.52 28,488.98 780.52 28,488.98 25.28 922.72 - - - - 805.8 29,411.70 805.8 29,411.70

6.02 INSTALACION DE PUESTA A TIERRA TIPO PAT-1 u 32.48 494.00 16,045.12 494.00 16,045.12 494.00 16,045.12 16.00 519.68 - - - - 510.0 16,564.80 510.0 16,564.80 ### 6.03 RELLENO Y COMPACTACIÓN DE PUESTA A TIERRA TIPO PAT-1 CON TIERRA CERNIDA m3 46.64 780.52 36,403.45 780.52 36,403.45 780.52 36,403.45 25.28 1,179.06 - - - - 805.8 37,582.51 805.8 37,582.51

### SUB - TOTAL 6: 80,937.55 80,937.55 80,937.55 - 2,621.46 - - - - - 83,559.01 83,559.01 ### 7.00 PASTORALES, LUMINARIAS Y LAMPARAS - - - - - - - - - - - -

### 7.01 INSTALACION DE PASTORAL DE ACERO GALVANIZADO u 20.55 209.00 4,294.95 209.00 4,294.95 209.00 4,294.95 131.00 2,692.05 - - - - 340.0 6,987.00 340.0 6,987.00

### 7.02 INSTALACION DE LUMINARIA Y LAMPARA u 36.07 209.00 7,538.63 209.00 7,538.63 209.00 7,538.63 131.00 4,725.17 - - - - 340.0 12,263.80 340.0 12,263.80

### SUB - TOTAL 7 : 11,833.58 11,833.58 11,833.58 - 7,417.22 - - - - - 19,250.80 19,250.80

### 8.00 CONEXIONES DOMICILIARIAS

### INSTALACION DE ACOMETIDA DOMICILIARIA, QUE CONPRENDE : CABLE DE

### ACOMETIDA, CAJA PORTAMEDIDOR Y MEDIDOR DE ENERGIA ACTIVA

8.01 CONEXIÓN DE ACOMETIDAS DOMICILIARIAS, CONFIGURACIÓN: CORTA u 32.57 931.00 30,322.67 931.00 30,322.67 931.00 30,322.67 - - - - 71.0 2,312.47 860.0 28,010.20 860.0 28,010.20

8.02 CONEXIÓN DE ACOMETIDA DOMICILIARIAS, CONFIGURACIÓN: LARGA u 43.90 541.00 23,749.90 541.00 23,749.90 541.00 23,749.90 - - - - 1.0 43.90 540.0 23,706.00 540.0 23,706.00

### 8.03 MONTAJE DE MEDIDOR DE ENERGIA ACTIVA Y CAJA u 22.11 1 472.00 32,545.92 1 472.00 32,545.92 1 472.00 32,545.92 - - - - 72.0 1,591.92 1,400.0 30,954.00 1,400.0 30,954.00

8.04 CONTRASTE DE MEDIDOR MONOFÁSICO DE ENERGÍA ACTIVA - ELECTRÓNICO u 30.00 1 472.00 44,160.00 1 472.00 44,160.00 1 472.00 44,160.00 - - - - 72.0 2,160.00 1,400.0 42,000.00 1,400.0 42,000.00

### SUB - TOTAL 8 : 130,778.49 130,778.49 130,778.49 - - - - - 6,108.29 - 124,670.20 124,670.20

### 9.00 PRUEBAS Y PUESTA EN SERVICIO

### 9.01 PRUEBAS Y PUESTA EN SERVICIO DE LAS REDES loc. 479.05 33.00 15,808.65 33.00 15,808.65 33.00 15,808.65 - - - - - - 33.0 15,808.65 33.0 15,808.65 ### 9.02 EXPEDIENTE TECNICO FINALES CONFORME A OBRA (1 ORIGINAL+3 COPIAS) DE REDES - - - - - - - - - - - - -

### SECUNDARIAS, INCLUYE LA PRESENTACION DIGITALDEL EXPEDIENTE EN UN CD GLB 150.00 33.00 4,950.00 33.00 4,950.00 33.00 4,950.00 - - - - - - 33.0 4,950.00 33.0 4,950.00 ### SUB - TOTAL 9 : 20,758.65 20,758.65 20,758.65 - - - 20,758.65 20,758.65

B TOTAL MONTAJE ELECTROMECANICO 660,070.61 660,070.61 660,070.61 25,739.02 38,391.56 47,095.92 677,105.27 677,105.27

C TRANSPORTE 252,720.87 252,720.87 252,720.87 11,457.55 39,845.80 39,676.02 264,348.21 264,348.21

D COSTO DIRECTO (CD) 2,468,269.87 2,468,269.87 2,468,269.87 107,716.92 323,485.36 330,974.90 2,568,497.27 2,568,497.27

E GASTOS GENERALES 212 069.14 212 069.14 212 069.14 9 254.84 27 793.26 28 436.75 220 680.49 220 680.49

F UTILIDADES 246 826.99 246 826.99 246 826.99 10 771.69 32 348.54 33 097.49 256 849.73 256 849.73

G COSTO TOTAL 2 927 166.00 2 927 166.00 2 927 166.00 127 743.45 383 627.16 392 509.14 3 046 027.49 3 046 027.49H FACTOR DE 1.003788 2938255.43 2938255.43 2938255.43 128227.4 385080.51 393996.14 3057567.23 3057567.23

REPROCESO DE VALORIZACIONES A PRECIOS DE CONTRATO/CONTRATO PRINCIPALSECCION N° 01

OBRA : AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE SECCION 1 : LINEAS PRIMARIAS PRESUPUESTO REFERENCIAL S/4883258.05

CONTRATISTA : CONSORCIO SAN LUIS PRESUPUESTO CONTRATADO S/4,901,758.05RESIDENTE : ING° TEOBALDO GUTIERREZ CABALLERO PLAZO DE EJECUCION 210 DIAS

SUPERVISOR:

ING° FROILÁN VASQUEZ CANCHANO FECHA DE INICIO DE OBRA

UNID,CONTRACTUAL REPLANTEO VALORIZACION N° 01 VALORIZACION N° 02 VALORIZACION N° 03 VALORIZACION N° 04 VALORIZACION N° 05 VALORIZACION N° 06 VALORIZACION N° 07 VALORIZACION N° 08 VALORIZACION N° 09 VALORIZACION N° 10 VALORIZACION ACUMULADA VALORIZACION DE CIERRE

ITEM DESCRIPCIÓN DE PARTIDAS

MetradoUnitario TOTAL

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoValoriz. Avance



MetradoValoriz.

S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. % S/. % S/. % S/.

15 DE NOVIEMBRE DE 2010 (ACTA DE ACUERDOS Nº 01)

INVENTARIO FISICO CONFORME A OBRA CONTRACTUAL

1.00 POSTES Y CRUCETAS DE MADERA

1.01 CRUCETA DE MADERA DE 90 mm x 115 mm x 1,20 m u 1 49.00 49.00 1.00 49.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 49.00 100% 1.00 49.00 100% 0.00 0.00 0% 1.00 49.00

SUB-TOTAL 1: 49.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.00 49.00 0.00 49.00

2.00 POSTES DE CONCRETO

2.01 POSTE DE CONCRETO DE 11 m/200 daN (INCLUYE PERILLA) u 53 581.25 30,806.09 53.00 30,806.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 6,393.72 0.00 0.00 0% 11.00 6,393.72 21% -3.00 -1,743.74 -6% 8.00 4,649.98

2.02 POSTE DE CONCRETO DE 11 m/300 daN (INCLUYE PERILLA) u 45 697.28 31,377.78 45.00 31,377.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 11,156.54 0.00 0.00 0% 16.00 11,156.54 36% -2.00 -1,394.57 -4% 14.00 9,761.98

SUB-TOTAL 2: 62,183.87 62,183.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,550.26 0.00 0.00 0.00 17,550.26 -3,138.31 14,411.96

3.00 AISLADORES Y ACCESORIOS 0

3.01 AISLADOR DE PORCELANA TIPO CARRETE, CLASE ANSI 53-2 u 153 22.50 3,442.50 153.00 3,442.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 153.00 3,442.50 0.00 0% 153.00 3,442.50 100% 0.00 0.00 0% 153.00 3,442.50

3.02 AISLADOR DE PORCELANA TIPO PIN, CLASE ANSI 56-3 u 98 51.99 5,095.02 98.00 5,095.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65.00 3,379.35 0.00 0% 65.00 3,379.35 66% 0.00 0% 65.00 3,379.35

3.03 ESPIGA DE AºGº DE 609 mm LONG.,PARA CABEZA DE POSTE Y AISLADOR ANSI 56-3 u 98 38.01 3,724.98 98.00 3,724.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 65.00 2,470.65 0.00 0% 65.00 2,470.65 66% 0.00 0% 65.00 2,470.65

SUB-TOTAL 3: 12,262.50 12,262.50 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 9,292.50 0.00 9,292.50 0.00 9,292.50

4.00 CADENA DE AISLADORES

4.01 AISLADOR POLIMERICO CON CONEXIÓN HORQUILLA (ESTRUCTURA) Y LENGÜETA 0.00

(LINEA), SEGÚN ESPECIFICACION TECNICA. u 74 88.06 6,516.44 74.00 6,516.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 74.00 6,516.44 0.00 0% 74.00 6,516.44 100% 0.00 0.00 0% 74.00 6,516.44

SUB-TOTAL 4: 6,516.44 6,516.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,516.44 0.00 0.00 6,516.44 0.00 6,516.44

5.00 CONDUCTOR DE ALEACIÓN DE ALUMINIO 0.00

5.01 CONDUCTOR DE ALEACION DE ALUMINIO DE 25 mm2 km 15.400 1,096.01 16,878.55 15.40 16,878.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.40 16,878.55 0.00 0.00 0% 15.40 16,878.55 100% 0.00 0.00 0% 15.40 16,878.55

5.02 CONDUCTOR DE ALEACION DE ALUMINIO DE 35 mm2 km 15.400 1,690.05 26,026.77 15.40 26,026.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.40 26,026.77 0.00 0.00 0% 15.40 26,026.77 100% 0.00 0.00 0% 15.40 26,026.77

SUB-TOTAL 5: 42,905.32 42,905.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42,905.32 0.00 0.00 0.00 0.00 42,905.32 0.00 42,905.32

6.00 ACCESORIOS PARA CONDUCTOR DE ALEACION ALUMINIO 0.00

6.01 VARILLA DE ARMAR PREFORMADA SIMPLE PARA CONDUCTOR DE 3 u 96 9.00 864.00 96.00 864.00 0.00 0.00 0.00 0.00 0.00 0.00 75.00 675.00 21.00 189.00 0.00 0.00 0% 96.00 864.00 100% 0.00 0.00 0% 96.00 864.00

6.02 VARILLA DE ARMAR PREFORMADA DOBLE PARA CONDUCTOR DE 35 u 10 6.08 60.80 10.00 60.80 0.00 0.00 0.00 0.00 0.00 0.00 7.00 42.56 3.00 18.24 0.00 0.00 0% 10.00 60.80 100% 0.00 0.00 0% 10.00 60.80

6.03 GRAPA DE DOBLE VIA DE ALUMINIO PARA CONDUCTOR DE 35 mm2 u 59 3.95 233.05 59.00 233.05 0.00 0.00 0.00 0.00 0.00 0.00 45.00 177.75 14.00 55.30 0.00 0.00 0% 59.00 233.05 100% 0.00 0.00 0% 59.00 233.05

6.04 ALAMBRE DE AMARRE ALUMINIO RECOCIDO DE 16 mm2 m 408 1.17 477.36 408.00 477.36 0.00 0.00 0.00 0.00 0.00 0.00 320.00 374.40 88.00 102.96 0.00 0.00 0% 408.00 477.36 100% 0.00 0.00 0% 408.00 477.36

6.05 AMORTIGUADOR DE VIBRACION PARA CONDUCTOR DE 35 mm2 u 68 29.77 2,024.36 68.00 2,024.36 0.00 0.00 0.00 0.00 0.00 0.00 55.00 1,637.35 13.00 387.01 0.00 0.00 0% 68.00 2,024.36 100% 0.00 0.00 0% 68.00 2,024.36

6.06 GRAPA DE ANCLAJE PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 70 22.77 1,593.74 70.00 1,593.74 0.00 0.00 0.00 0.00 0.00 0.00 60.00 1,366.07 10.00 227.68 0.00 0.00 0% 70.00 1,593.74 100% 0.00 0.00 0% 70.00 1,593.74

6.07 MANGUITO DE EMPALME PARA CONDUCTOR DE 35 mm2 u 1 18.71 18.71 1.00 18.71 0.00 0.00 0.00 0.00 0.00 0.00 1.00 18.71 0.00 0.00 0.00 0% 1.00 18.71 100% 0.00 0.00 0% 1.00 18.71

6.08 GRAPA DE ANGULO PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 4 21.90 87.60 4.00 87.60 0.00 0.00 0.00 0.00 0.00 0.00 3.00 65.70 1.00 21.90 0.00 0.00 0% 4.00 87.60 100% 0.00 0.00 0% 4.00 87.60

6.09 MANGUITO DE REPARACION PARA CONDUCTOR DE 35 mm2 u 1 23.47 23.47 1.00 23.47 0.00 0.00 0.00 0.00 0.00 0.00 1.00 23.47 0.00 0.00 0.00 0% 1.00 23.47 100% 0.00 0.00 0% 1.00 23.47

6.10 CINTA PLANA PARA ARMAR 38.0 1.92 72.96 38.00 72.96 0.00 0.00 0.00 0.00 0.00 0.00 30.00 57.60 8.00 15.36 0.00 0.00 0% 38.00 72.96 100% 0.00 0.00 0% 38.00 72.96

SUB-TOTAL 6: 5,456.05 5,456.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 597.00 4,438.61 1,017.45 0.00 0.00 5,456.05 0.00 5,456.05

7.00 CONDUCTOR DE COBRE

7.01 CONDUCTOR DE COBRE RECOCIDO, CABLEADO, DE 16 mm2, PARA PUESTA A TIERRA m 1,462.5 4.72 6,902.25 1,462.50 6,902.25 0.00 0.00 0.00 0.00 0.00 1,600.00 7,551.18 0.00 0.00 0.00 0.00 0% 1,600.00 7,551.18 109% -137.50 -648.93 -9% 1,462.50 6,902.25

SUB-TOTAL 7: 6,902.25 6,902.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,551.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,551.18 -648.93 6,902.25

8.00 MATERIAL DE FERRETERIA PARA POSTES Y CRUCETAS 0.00

8.01 PERNO CABEZA COCHE AºGº de 13 mm ø x 152mm, LONG. 76 MM MAQUINADO, CON ARANDE u 1.0 3.96 3.96 1.00 3.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 3.96 0.00 0% 1.00 3.96 100% 0.00 0.00 0% 1.00 3.96

8.02 PERNO MAQUINADO DE AºGº de 16 mm ø x 254mm, LONG. 152 mm MAQUINADO, CON ARAND u 34.0 2.10 71.40 34.00 71.40 0.00 0.00 0.00 0.00 0.00 0.00 25.00 52.50 9.00 18.90 0.00 0.00 0% 34.00 71.40 100% 0.00 0.00 0% 34.00 71.40

8.03 PERNO DE A°G° DE 13 mm ø x 76 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 34.0 2.10 71.40 34.00 71.40 0.00 0.00 0.00 0.00 0.00 0.00 25.00 52.50 9.00 18.90 0.00 0.00 0% 34.00 71.40 100% 0.00 0.00 0% 34.00 71.40


8.05 PERNO DE A°G° DE 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 195.0 7.03 1,370.24 195.00 1,370.24 0.00 0.00 0.00 0.00 0.00 0.00 150.00 1,054.03 45.00 316.21 0.00 0.00 0% 195.00 1,370.24 100% 0.00 0.00 0% 195.00 1,370.24

8.06 PERNO OJO DE A°G° DE 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 54.0 6.55 353.70 54.00 353.70 0.00 0.00 0.00 0.00 0.00 0.00 40.00 262.00 14.00 91.70 0.00 0.00 0% 54.00 353.70 100% 0.00 0.00 0% 54.00 353.70

8.07 TUERCA-OJO PARA PERNO DE 16 mm ø u 20.0 7.00 140.07 20.00 140.07 0.00 0.00 0.00 0.00 0.00 0.00 15.00 105.05 5.00 35.02 0.00 0.00 0% 20.00 140.07 100% 0.00 0.00 0% 20.00 140.07


8.09 PERNO SIMPLE BORDE DE A°G° DE 16 mm ø x 425 mm, PROVISTO DE 2 TUERCAS, 1 CO u 39.0 9.63 375.57 39.00 375.57 0.00 0.00 0.00 0.00 0.00 0.00 30.00 288.90 9.00 86.67 0.00 0.00 0% 39.00 375.57 100% 0.00 0.00 0% 39.00 375.57

8.10 PORTALINEA UNIPOLAR DE A°G°, PROVISTO DE PIN DE 16 mm ø u 114.0 4.35 495.90 114.00 495.90 0.00 0.00 0.00 0.00 0.00 0.00 90.00 391.50 24.00 104.40 0.00 0.00 0% 114.00 495.90 100% 0.00 0.00 0% 114.00 495.90

8.11 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 20.0 1.02 20.41 20.00 20.41 0.00 0.00 0.00 0.00 0.00 0.00 15.00 15.31 5.00 5.10 0.00 0.00 0% 20.00 20.41 100% 0.00 0.00 0% 20.00 20.41

8.12 BRAZO-SOPORTE (RIOSTRA) DE PERFIL ANGULAR DE A°G° DE 38 x 38 x 5 mm y 710 mm LON u 1.0 26.42 26.42 1.00 26.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 26.42 0.00 0.00 0% 1.00 26.42 100% 0.00 0.00 0% 1.00 26.42

8.13 ARANDELA CUADRADA PLANA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 21.0 1.36 28.60 21.00 28.60 0.00 0.00 0.00 0.00 0.00 0.00 15.00 20.43 6.00 8.17 0.00 0.00 0% 21.00 28.60 100% 0.00 0.00 0% 21.00 28.60

8.14 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 452.0 1.42 643.69 452.00 643.69 0.00 0.00 0.00 0.00 0.00 0.00 350.00 498.44 102.00 145.26 0.00 0.00 0% 452.00 643.69 100% 0.00 0.00 0% 452.00 643.69

8.15 CINTA PLANA PARA ARMAR u 38.0 1.92 72.96 38.00 72.96 0.00 0.00 0.00 0.00 0.00 0.00 30.00 57.60 8.00 15.36 0.00 0.00 0% 38.00 72.96 100% 0.00 0.00 0% 38.00 72.96


8.17 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 20.0 1.02 20.41 20.00 20.41 0.00 0.00 0.00 0.00 0.00 0.00 15.00 15.31 5.00 5.10 0.00 0.00 0% 20.00 20.41 100% 0.00 0.00 0% 20.00 20.41


SUB-TOTAL 8: 4,167.73 4,167.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 830.00 3,158.64 1,005.14 3.96 0.00 4,167.73 0.00 4,167.73

9.00 RETENIDAS Y ANCLAJES

9.01 CABLE DE ACERO GRADO SIEMENS MARTIN, DE 10 mm ø m 1,050.0 3.79 3,978.50 1,050.00 3,978.50 0.00 0.00 0.00 0.00 0.00 0.00 1,050.00 3,978.50 0.00 0.00 0.00 0% 1,050.00 3,978.50 100% 0.00 0.00 0% 1,050.00 3,978.50

9.02 PERNO ANGULAR CON OJAL-GUARDA CABO DE A°G°, 16 mm ø x 305 mm, PROVISTO DE T u 75.0 12.04 902.72 75.00 902.72 0.00 0.00 0.00 0.00 0.00 0.00 60.00 722.18 15.00 180.54 0.00 0.00 0% 75.00 902.72 100% 0.00 0.00 0% 75.00 902.72

9.03 VARILLA DE ANCLAJE DE A° G° DE 16 mm ø x 2,40 m, PROVISTO DE OJAL GUARDACABO E u 75.0 47.02 3,526.62 75.00 3,526.62 0.00 0.00 0.00 0.00 0.00 0.00 60.00 2,821.29 15.00 705.32 0.00 0.00 0% 75.00 3,526.62 100% 0.00 0.00 0% 75.00 3,526.62

9.04 MORDAZA PREFORMADA DE A° G° PARA CABLE DE 10 mm ø u 150.0 8.65 1,297.23 150.00 1,297.23 0.00 0.00 0.00 0.00 0.00 0.00 120.00 1,037.78 30.00 259.45 0.00 0.00 0% 150.00 1,297.23 100% 0.00 0.00 0% 150.00 1,297.23

9.05 ALAMBRE DE ACERO N° 12; PARA ENTORCHADO m 112.5 0.51 57.17 112.50 57.17 0.00 0.00 0.00 0.00 0.00 0.00 85.00 43.19 27.00 13.72 0.00 0.50 0.25 0% 112.50 57.17 100% 0.00 0.00 0.00% 112.50 57.17

9.06 ARANDELA DE ANCLAJE, DE A° G°, 102 x 102 x 6,35 mm, AGUJERO DE 18 mmø u 75.0 5.38 403.31 75.00 403.31 0.00 0.00 0.00 0.00 0.00 0.00 60.00 322.65 15.00 80.66 0.00 0.00 0% 75.00 403.31 100% 0.00 0.00 0% 75.00 403.31

9.07 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 150.0 1.42 213.62 150.00 213.62 0.00 0.00 0.00 0.00 0.00 0.00 120.00 170.89 30.00 42.72 0.00 0.00 0% 150.00 213.62 100% 0.00 0.00 0% 150.00 213.62

9.08 BLOQUE DE CONCRETO DE 0,40 x 0,40 x 0,15 m u 75.0 39.00 2,925.00 75.00 2,925.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 2,340.00 15.00 585.00 0.00 0.00 0% 75.00 2,925.00 100% 0.00 0.00 0% 75.00 2,925.00

SUB-TOTAL 9: 13,304.17 13,304.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,615.00 11,436.48 1,867.41 0.00 0.00 0.25 13,304.17 0.00 13,304.17

10.00 MATERIAL PARA PUESTA A TIERRA 0.00

10.01 ELECTRODO DE ACERO RECUBIERTO DE COBRE DE 16 mm ø x 2,40 m u 1.0 50.57 50.57 1.00 50.57 0.00 0.00 0.00 0.00 0.00 0.00 1.00 50.57 0.00 0.00 0.00 0% 1.00 50.57 100% 0.00 0.00 0% 1.00 50.57

10.02 CONECTOR AB PARA ELECTRODO DE 16 mm ø u 98.0 5.68 556.76 98.00 556.76 0.00 0.00 0.00 0.00 0.00 0.00 80.00 454.50 18.00 102.26 0.00 0.00 0% 98.00 556.76 100% 0.00 0.00 0% 98.00 556.76

10.03 SOLDADURA CADWELD CONEXIÓN TERMOSOLDADA Conductor 16mm2-Electrodo de 16 mm ø u 98.0 46.08 4,515.84 98.00 4,515.84 0.00 0.00 0.00 0.00 0.00 0.00 80.00 3,686.40 18.00 829.44 0.00 0.00 0% 98.00 4,515.84 100% 0.00 0.00 0% 98.00 4,515.84

10.04 CAJA REGISTRO DE CONCRETO PARA PUESTA A TIERRA 0,50x0,50x0,45 m u 1.0 46.08 46.08 1.00 46.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 46.08 100% 1.00 46.08 100% 0.00 0.00 0% 1.00 46.08

10.05 PLANCHA DOBLADA DE COBRE PARA TOMA A TIERRA DE ESPIGAS Y/ O PERNOS u 195.0 7.08 1,380.60 195.00 1,380.60 0.00 0.00 0.00 0.00 0.00 0.00 160.00 1,132.80 35.00 247.80 0.00 0.00 0% 195.00 1,380.60 100% 0.00 0.00 0% 195.00 1,380.60

10.06 CONECTOR DE COBRE TIPO PERNO PARTIDO PARA CONDUCTOR 16 mm² u 174.0 2.63 457.62 174.00 457.62 0.00 0.00 0.00 0.00 0.00 0.00 140.00 368.20 34.00 89.42 0.00 0.00 0% 174.00 457.62 100% 0.00 0.00 0% 174.00 457.62

10.07 CONECTOR DOBLE VIA BIMETÁLICO PARA CABLE DE ACERO DE 10mmø Y COBRE DE 16 mm u 75.0 5.04 378.00 75.00 378.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 302.40 15.00 75.60 0.00 0.00 0% 75.00 378.00 100% 0.00 0.00 0% 75.00 378.00

SUB-TOTAL 10: 7,385.47 7,385.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 521.00 5,994.87 1,344.52 0.00 0.00 46.08 7,385.47 0.00 7,385.47

11.00 EQUIPO DE PROTECCION Y MANIOBRA 0.00

11.01 SECCIONADOR FUSIBLE UNIPOLAR TIPO EXPULSION (CUT-OUT) DE 27/38 kV, 100A, 150KV-BI u 1.0 260.61 260.61 1.00 260.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 260.61 100% 1.00 260.61 100% 0.00 0.00 0% 1.00 260.61

11.02 PARARRAYOS DE OXIDO METALICO, 21 kV, 10 kA, CLASE 1 u 1.0 257.21 257.21 1.00 257.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 257.21 100% 1.00 257.21 100% 0.00 0.00 0% 1.00 257.21

SUB-TOTAL 11: 517.82 517.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 517.82 517.82 0.00 517.82

TOTAL SUMINISTRO DE MATERIALES 161,650.62 161,626.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,551.18 3,563.00 25,028.60 65,690.10 15,812.90 613.15 114,695.94 -3,787.24 110,908.71


OBRA : AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE SECCION 1 : LINEAS PRIMARIAS PRESUPUESTO REFERENCIAL S/4883258.05

CONTRATISTA : CONSORCIO SAN LUIS PRESUPUESTO CONTRATADO S/4,901,758.05RESIDENTE : ING° TEOBALDO GUTIERREZ CABALLERO PLAZO DE EJECUCION 210 DIAS

SUPERVISOR:


UNID,CONTRACTUAL REPLANTEO VALORIZACION N° 01 VALORIZACION N° 02 VALORIZACION N° 03 VALORIZACION N° 04 VALORIZACION N° 05 VALORIZACION N° 06 VALORIZACION N° 07 VALORIZACION N° 08 VALORIZACION N° 09 VALORIZACION N° 10 VALORIZACION ACUMULADA VALORIZACION DE CIERRE

ITEM DESCRIPCIÓN DE PARTIDAS

MetradoUnitario TOTAL

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal

MetradoTotal




MetradoValoriz.

S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. % S/. % S/. % S/.




60.01 CARTEL PARA OBRA u 1.0 1,432.39 1,432.39 1.00 1,432.39 0.00 0.00 0.00 0.00 1.00 1,432.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 1.00 1,432.39 100% 0.00 0.00 0% 1.00 1,432.39

60.02 MONITOREO E INSPECCION DEL INSTITUTO NACIONAL DE CULTURA- INC (LP, RP y km 14.69 503.29 7,393.33 14.69 7,393.33 6.76 3,402.24 7.93 3,991.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 14.69 7,393.33 100% 0.00 0.00 0% 14.69 7,393.33

60.03 MONITOREO DE IMPACTO AMBIENTAL (MONITOREO AMBIENTAL) GLOB 1.0 7,988.00 7,988.00 1.00 7,988.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 0.00 0.00 0% 1.00 7,988.00 100% 1.00 7,988.00

60.04 REPLANTEO TOPOGRÁFICO Y UBICACIÓN DE ESTRUCTURAS EN LINEAS PRIMARI km 14.69 434.38 6,381.04 14.69 6,381.04 6.76 2,936.41 7.93 3,444.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 14.69 6,381.04 100% 0.00 0.00 0% 14.69 6,381.04

60.05 INGENIERIA DE DETALLE DE LAS LINEAS PRIMARIAS km 14.69 198.09 2,909.94 14.69 2,909.94 6.76 1,339.09 7.93 1,570.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 14.69 2,909.94 100% 0.00 0.00 0% 14.69 2,909.94

60.06 PAGOS POR SUSPENSIÓN TEMPORAL DE SUMINISTRO ELÉCTRICO GLOB 1.0 4,387.37 4,387.37 1.00 4,387.37 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% 0.00 0.00 0% 1.00 4,387.37 100% 1.00 4,387.37

60.07 GESTION Y EXPEDIENTE TÉCNICO DE SERVIDUMBRE GLOB 1.0 9,993.25 9,993.25 1.00 9,993.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 0.00 0.00 0% 1.00 9,993.25 100% 1.00 9,993.25

SUB-TOTAL 60: 40,485.32 40,485.32 7,677.74 23.79 9,006.57 1.00 1,432.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,116.70 22,368.62 40,485.322.00 INSTALACION DE POSTES2.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) 103.08 36.50 3,762.42 103.08 3,762.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.00 839.50 0.00 29.30 1,069.45 28% 52.30 1,908.95 51% 0.00 0% 52.30 1,908.95

2.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) 7.12 115.27 820.72 7.12 820.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 230.54 0.00 2.27 261.66 32% 4.27 492.20 60% 0.00 0% 4.27 492.20

2.03 TRANSPORTE DE POSTE DE CONCRETO 11/200 daN DE ALMACEN A PUNTO DE IZA u 53.00 97.33 5,158.49 53.00 5,158.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 1,070.63 0.00 0.00 0% 11.00 1,070.63 21% -3.00 -291.99 -6% 8.00 778.64

2.04 TRANSPORTE DE POSTE DE CONCRETO 11/300 daN DE ALMACEN A PUNTO DE IZA u 45.00 118.20 5,319.00 45.00 5,319.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 1,891.20 0.00 0.00 0% 16.00 1,891.20 36% -2.00 -236.40 -4% 14.00 1,654.80

2.05 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/200 daN u 53.00 64.26 3,405.78 53.00 3,405.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 706.86 0.00 0.00 0% 11.00 706.86 21% -3.00 -192.78 -6% 8.00 514.08

2.06 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/300 daN u 45.00 70.47 3,171.15 45.00 3,171.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.00 1,127.52 0.00 0.00 0% 16.00 1,127.52 36% -2.00 -140.94 -4% 14.00 986.58

2.06 RELLENO Y COMPACTACIÓN PARA CIMENTACIÓN DE POSTE DE 11 m y 12 m m3 103.10 80.62 8,311.92 103.10 8,311.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.00 2,821.70 0.00 21.57 1,738.97 21% 56.57 4,560.67 55% 0.00 0% 56.57 4,560.67

2.07 ELIMINACIÓN DE MATERIAL EXCEDENTE m3 103.10 11.12 1,146.47 103.10 1,146.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.00 389.20 0.00 21.57 239.86 21% 56.57 629.06 55% 0.00 0% 56.57 629.06

SUB-TOTAL 2: 31,095.95 31,095.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9,077.15 0.00 0.00 3,309.94 12,387.09 -862.11 11,524.983.00 INSTALACION DE RETENIDAS3.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) 94.50 36.50 3,449.25 94.50 3,449.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 1,168.00 0.00 62.50 2,281.25 66% 94.50 3,449.25 100% 0.00 0.00 0% 94.50 3,449.25

3.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) 6.30 115.27 726.20 6.30 726.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 230.54 0.00 4.30 495.66 68% 6.30 726.20 100% 0.00 0.00 0% 6.30 726.20

3.03 INSTALACION DE RETENIDA INCLINADA u 75.00 54.18 4,063.50 75.00 4,063.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.00 1,517.04 0.00 47.00 2,546.46 63% 75.00 4,063.50 100% 0.00 0.00 0% 75.00 4,063.50

3.04 RELLENO Y COMPACTACION DE RETENIDA INCLINADA Y VERTICAL 100.80 40.07 4,039.06 100.80 4,039.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 1,202.10 0.00 70.80 2,836.96 70% 100.80 4,039.06 100% 0.00 0.00 0% 100.80 4,039.06

SUB-TOTAL 3: 12,278.01 12,278.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,117.68 0.00 0.00 8,160.33 12,278.01 0.00 12,278.014.00 MONTAJE DE ARMADOS4.01 ARMADO TIPO PS1-1N JGO 39.00 37.58 1,465.62 39.00 1,465.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 1,127.40 77% 30.00 1,127.40 77% 9.00 338.22 23% 39.00 1,465.62

4.02 ARMADO TIPO PA1-1N JGO 10.00 39.68 396.80 10.00 396.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.00 396.80 100% 10.00 396.80 100% 0.00 0.00 0% 10.00 396.80



4.05 ARMADO TIPO PR3-1N JGO 19.00 40.55 770.45 19.00 770.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 608.25 79% 15.00 608.25 79% 4.00 162.20 21% 19.00 770.45

4.06 ARMADO TIPO TS-0N JGO 20.00 49.36 987.20 20.00 987.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 740.40 75% 15.00 740.40 75% 5.00 246.80 25% 20.00 987.20

4.07 ARMADO TIPO DS-0N JGO 10.00 19.35 193.50 10.00 193.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 154.80 80% 8.00 154.80 80% 2.00 38.70 20% 10.00 193.50

4.08 ARMADO TIPO PSEC-1NP JGO 1.00 49.36 49.36 1.00 49.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 49.36 100% 1.00 49.36 100% 0.00 0.00 0% 1.00 49.36

SUB-TOTAL 4: 4,191.63 4,191.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3,405.71 3,405.71 785.92 4,191.63

5.00 MONTAJE DE CONDUCTORES

5.00 TENDIDO Y PUESTA EN FLECHA DE CONDUCTOR DE 0.00 0.00 0.00

ALEACION DE ALUMINIO DE 25 mm2, POR FASE km 15.400 949.93 14,628.92 15.40 14,628.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 0.00 0.00 0% 15.40 14,628.92 100% 15.40 14,628.925.01 TENDIDO Y PUESTA EN FLECHA DE CONDUCTOR DE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

ALEACION DE ALUMINIO DE 35 mm2, POR FASE km 15.40 1,012.40 15,590.96 15.40 15,590.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 0.00 0.00 0% 15.40 15,590.96 100% 15.40 15,590.96

SUB-TOTAL 5: 30,219.88 30,219.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30,219.88 30,219.88

6.00 INSTALACION DE PUESTA A TIERRA 0.006.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) 2.41 36.50 87.97 2.41 87.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.41 87.97 100% 2.41 87.97 100% 0.00 0.00 0% 2.41 87.97

6.02 INSTALACION DE PUESTA A TIERRA TIPO PAT-1C (Contrapeso) u 97.00 49.51 4,802.47 97.00 4,802.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 97.00 4,802.47 100% 97.00 4,802.47 100% 0.00 0.00 0% 97.00 4,802.47

6.03 INSTALACION DE PUESTA A TIERRA TIPO PAT-1, INCLUYE INSTALACIÓN CAJA DE REGISTR u 1.0 32.48 32.48 1.00 32.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 32.48 100% 1.00 32.48 100% 0.00 0.00 0% 1.00 32.48

6.04 RELLENO Y COMPACTACIÓN DE PUESTA A TIERRA 2.41 46.64 112.40 2.41 112.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.41 112.40 100% 2.41 112.40 100% 0.00 0.00 0% 2.41 112.40

SUB-TOTAL 6: 5,035.32 5,035.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,035.32 5,035.32 0.00 5,035.32

7.00 PRUEBAS Y PUESTA EN SERVICIO

7.01 PRUEBAS Y PUESTA EN SERVICIO DE LA LÍNEA PRIMARIAS km 14.69 186.14 2,734.40 14.69 2,734.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 0.00 0.00 0% 14.69 2,734.40 100% 14.69 2,734.40

7.02 EXPEDIENTES TECNICOS FINAL CONFORME A OBRA (1 ORIGINAL + 3 COPIAS km 14.69 168.00 2,467.92 14.69 2,467.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0% 0.00 0.00 0% 14.69 2,467.92 100% 14.69 2,467.92

SUB-TOTAL 7: 5,202.32 5,202.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,202.32 5,202.32

TOTAL MONTAJE ELECTROMECÁNICO 128,508.43 128,508.43 7,677.74 9,006.57 1,432.39 0.00 0.00 0.00 0.00 13,194.83 0.00 19,911.30 51,222.83 57,714.63 108,937.46

TRANSPORTE DE LOS SUMINISTROS DE MATERIALES 29449.03 29,449.03 10,000.00 10,000.00 10,000.00 9,449.03 39,449.03 -10,000.00 29,449.0300.00

COSTO DIRECTO 319,608.08 319,583.58 7,677.74 9,006.57 1,432.39 0.00 0.00 17,551.18 35,028.60 88,884.93 25,261.93 20,524.45 205,367.80 43,927.39 249,295.200.00

GASTOS GENERALES 27460.13 27460.13 659.66 773.83 123.07 0.00 0.00 1,507.96 3,009.59 7,636.83 2,170.46 1,763.42 17,646.17 3,774.45 21,420.62UTILIDADES (10%) 31,960.81 31,960.81 767.77 900.66 143.24 1,755.12 3,502.86 8,888.49 2,526.19 2,052.45 20,536.78 4,392.74 24,929.52

0.00SUBTOTAL 379,029.02 379,004.52 9,105.17 10,681.06 1,698.70 0.00 0.00 20,814.26 41,541.05 ### 29,958.58 24,340.32 243,550.75 52,094.58 295,645.33

VALORIZACION BRUTA CON F.R. : 1.003788 380,464.95 380,440.36 9,139.66 10,721.52 1,705.14 0.00 0.00 20,893.11 41,698.43 ### 30,072.08 24,432.53 6.42% 244,473.43 64.26% 52,291.94 13.75% 296,765.37

m3

m3

m3

m3

m3

m3

m3


OBRA : AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURALSECCION 2 : REDES PRIMARIAS PRESUPUESTO REFERENCIAL S/. 4883258.05CONTRATISTA : CONSORCIO SAN LUIS PRESUPUESTO CONTRATADO S/. 4,901,758.05RESIDENTE : ING° TEOBALDO GUTIERREZ CABALLERO PLAZO DE EJECUCION 210 DIAS

SUPERVISOR:


CONTRACTUAL REPLANTEO VALORIZACION N° 01 VALORIZACION N° 02 VALORIZACION N° 03 VALORIZACION N° 04 VALORIZACION N° 05 VALORIZACION N° 06 VALORIZACION N° 07 VALORIZACION N° 08 VALORIZACION N° 09 VALORIZACION N° 10 VALORIZACION ACUMULADA VALORIZACION DE CIERRE

ITEM DESCRIPCIÓN DE PARTIDAS UNID.Metrado

Unitario TOTALMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

Valoriz.Metrado

Valoriz. AvanceMetrado


Valoriz.

S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. S/. % S/. % S/.



1.00 POSTES Y CRUCETAS DE MADERA1.01 CRUCETA DE MADERA DE 90 mm x 115 mm x 1,20 m u 38 49.00 1,862.00 38.00 1,862.00 0.00 0.00 38.00 1,862.00 0.00 38.00 1,862.00 100.0% -9.00 -441.00 -23.7% 29.00 1,421.00

SUB-TOTAL 1: 1,862.00 1,862.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,862.00 0.00 1,862.00 -441.00 1,421.002.00 POSTES DE CONCRETO2.01 POSTE DE CONCRETO DE 11 m/200 daN (INCLUYE PERILLA) u 87 581.25 50,568.49 87.00 50,568.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 4,649.98 0.00 0.00 8.00 4,649.98 9.2% 3.00 1,743.74 3.4% 11.00 6,393.722.02 POSTE DE CONCRETO DE 11 m/300 daN (INCLUYE PERILLA) u 22 697.28 15,340.25 22.00 15,340.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 8,367.41 0.00 0.00 12.00 8,367.41 54.5% 5.00 3,486.42 22.7% 17.00 11,853.832.03 POSTE DE CONCRETO DE 12 m/300 daN (INCLUYE PERILLA) u 37 817.46 30,246.06 37.00 30,246.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 8,992.07 0.00 0.00 11.00 8,992.07 29.7% -3.00 -2,452.38 -8.1% 8.00 6,539.69

SUB-TOTAL 2: 96,154.80 96,154.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22,009.46 0.00 0.00 22,009.46 2,777.78 24,787.243.00 AISLADORES Y ACCESORIOS 03.01 AISLADOR DE PORCELANA TIPO CARRETE, CLASE ANSI 53-2 u 193 22.50 4,342.50 193.00 4,342.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 192.00 4,320.00 0.00 192.00 4,320.00 99.5% -1.00 -22.50 -0.5% 191.00 4,297.503.02 AISLADOR DE PORCELANA TIPO PIN, CLASE ANSI 56-3 u 135 51.99 7,018.65 135.00 7,018.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 7,018.65 0.00 135.00 7,018.65 100.0% 0.00 0.00 0.0% 135.00 7,018.653.03 ESPIGA DE AºGº DE 609 mm LONG.,PARA CABEZA DE POSTE Y AISLADOR ANSI 56-3 u 135 38.01 5,131.35 135.00 5,131.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 135.00 5,131.35 0.00 135.00 5,131.35 100.0% 0.00 0.00 0.0% 135.00 5,131.35

SUB-TOTAL 3: 16,492.50 16,492.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,470.00 0.00 16,470.00 -22.50 16,447.504.00 CADENA DE AISLADORES4.01 AISLADOR POLIMERICO CON CONEXIÓN HORQUILLA (ESTRUCTURA) Y LENGÜETA 0.00

(LINEA), SEGÚN ESPECIFICACION TECNICA. u 57 88.06 5,019.42 57.00 5,019.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 57.00 5,019.42 0.00 57.00 5,019.42 100.0% 0.00 0.00 0.0% 57.00 5,019.42SUB-TOTAL 4: 5,019.42 5,019.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,019.42 0.00 5,019.42 0.00 5,019.42

5.00 CONDUCTOR DE ALEACIÓN DE ALUMINIO5.01 CONDUCTOR DE ALEACION DE ALUMINIO DE 25 mm2 km 13.86 1,096.01 15,193.99 13.86 15,193.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.86 15,190.70 0.00 0.00 13.86 15,190.70 100.0% 0.00 3.29 0.0% 13.86 15,193.995.02 CONDUCTOR DE ALEACION DE ALUMINIO DE 35 mm2 km 13.86 1,690.05 23,425.78 13.86 23,425.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.86 23,424.09 0.00 0.00 13.86 23,424.09 100.0% 0.00 1.69 0.0% 13.86 23,425.78

SUB-TOTAL 5: 38,619.77 38,619.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,614.79 0.00 0.00 38,614.79 4.98 38,619.776.00 ACCESORIOS PARA CONDUCTOR DE ALEACION ALUMINIO6.01 VARILLA DE ARMAR PREFORMADA SIMPLE PARA CONDUCTOR DE 35 mm2 u 177 9.00 1,593.00 177.00 1,593.00 0.00 0.00 0.00 0.00 0.00 0.00 140.00 1,260.00 37.00 333.00 0.00 0.00 177.00 1,593.00 100.0% 0.00 0.00 0.0% 177.00 1,593.006.02 VARILLA DE ARMAR PREFORMADA DOBLE PARA CONDUCTOR DE 35 mm2 u 19 6.08 115.52 19.00 115.52 0.00 0.00 0.00 0.00 0.00 0.00 19.00 115.52 0.00 0.00 0.00 19.00 115.52 100.0% 0.00 0.00 0.0% 19.00 115.526.03 GRAPA DE DOBLE VIA DE ALUMINIO PARA CONDUCTOR DE 35 mm2 u 45 3.95 177.75 45.00 177.75 0.00 0.00 0.00 0.00 0.00 0.00 35.00 138.25 10.00 39.50 0.00 0.00 45.00 177.75 100.0% 0.00 0.00 0.0% 45.00 177.756.04 ALAMBRE DE AMARRE ALUMINIO RECOCIDO DE 16 mm2 m 645 1.17 754.65 645.00 754.65 0.00 0.00 0.00 0.00 0.00 0.00 500.00 585.00 145.00 169.65 0.00 0.00 645.00 754.65 100.0% 0.00 0.00 0.0% 645.00 754.656.05 GRAPA DE ANCLAJE PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 53 22.77 1,206.69 53.00 1,206.69 0.00 0.00 0.00 0.00 0.00 0.00 45.00 1,024.55 8.00 182.14 0.00 0.00 53.00 1,206.69 100.0% 0.00 0.00 0.0% 53.00 1,206.696.06 GRAPA DE ANGULO PARA CONDUCTOR DE 35 mm2 y SU VARILLA DE ARMAR u 4 21.90 87.60 4.00 87.60 0.00 0.00 0.00 0.00 0.00 0.00 4.00 87.60 0.00 0.00 0.00 4.00 87.60 100.0% 0.00 0.00 0.0% 4.00 87.60

SUB-TOTAL 6: 3,935.21 3,935.21 0.00 0.00 0.00 0.00 0.00 0.00 3,210.92 724.29 0.00 0.00 3,935.21 0.00 3,935.217.00 CONDUCTOR DE COBRE 0.007.01 CONDUCTOR DE COBRE RECOCIDO, CABLEADO, DE 16 mm2, PARA PUESTA A TIERRA m 1,969.5 4.72 9,295.03 1,969.50 9,295.03 0.00 0.00 0.00 0.00 0.00 1,900.00 8,967.03 0.00 69.50 328.00 0.00 0.00 1,969.50 9,295.03 100.0% 0.00 0.00 0.0% 1,969.50 9,295.03

SUB-TOTAL 7: 9,295.03 9,295.03 0.00 0.00 0.00 0.00 0.00 8,967.03 0.00 328.00 0.00 0.00 9,295.03 0.00 9,295.038.00 MATERIAL DE FERRETERIA PARA POSTES Y CRUCETAS8.01 PERNO CABEZA COCHE AºGº de 13 mm ø x 152mm, LONG. 76 MM MAQUINADO, CON ARANDELA, CON TCA Y CTCA u 38.0 3.96 150.47 38.00 150.47 0.00 0.00 0.00 0.00 0.00 0.00 30.00 118.79 0.00 8.00 31.68 0.00 38.00 150.47 100.0% 0.00 0.00 0.0% 38.00 150.478.02 PERNO MAQUINADO DE AºGº de 16 mm ø x 254mm, LONG. 152 mm MAQUINADO, CON ARANDELA u 52.0 2.10 109.20 52.00 109.20 0.00 0.00 0.00 0.00 0.00 0.00 40.00 84.00 12.00 25.20 0.00 0.00 52.00 109.20 100.0% 0.00 0.00 0.0% 52.00 109.208.03 PERNO DE A°G° DE 16 mm ø x 254 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 270.0 7.03 1,897.25 270.00 1,897.25 0.00 0.00 0.00 0.00 0.00 0.00 200.00 1,405.37 70.00 491.88 0.00 0.00 270.00 1,897.25 100.0% 0.00 0.00 0.0% 270.00 1,897.258.04 PERNO DE A°G° DE 16 mm ø x 356 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 38.0 5.50 209.00 38.00 209.00 0.00 0.00 0.00 0.00 0.00 0.00 38.00 209.00 0.00 0.00 0.00 38.00 209.00 100.0% 0.00 0.00 0.0% 38.00 209.008.05 PERNO OJO DE A°G° DE 16 mm ø x 254 mm, LONG. 152 mm MAQUINADO, CON TCA Y CTCA u 57.0 11.78 671.45 57.00 671.45 0.00 0.00 0.00 0.00 0.00 0.00 40.00 471.20 17.00 200.26 0.00 0.00 57.00 671.45 100.0% 0.00 0.00 0.0% 57.00 671.458.06 PERNO DE A°G° DE 16 mm ø x 457 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 38.0 11.10 421.80 38.00 421.80 0.00 0.00 0.00 0.00 0.00 0.00 25.00 277.50 13.00 144.30 0.00 0.00 38.00 421.80 100.0% 0.00 0.00 0.0% 38.00 421.808.07 PERNO DOBLE ARMADO DE A°G° DE 16 mm ø x 508 mm, PROVISTO DE 4 TUERCAS u 38.0 7.00 266.00 38.00 266.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 210.00 8.00 56.00 0.00 0.00 38.00 266.00 100.0% 0.00 0.00 0.0% 38.00 266.008.08 PERNO SIMPLE BORDE DE A°G° DE 16 mm ø x 425 mm, PROVISTO DE 2 TUERCAS, 1 CONTRA u 75.0 9.63 722.25 75.00 722.25 0.00 0.00 0.00 0.00 0.00 0.00 65.00 625.95 10.00 96.30 0.00 0.00 75.00 722.25 100.0% 0.00 0.00 0.0% 75.00 722.258.09 PORTALINEA UNIPOLAR DE A°G°, PROVISTO DE PIN DE 16 mm ø u 118.0 4.35 513.30 118.00 513.30 0.00 0.00 0.00 0.00 0.00 0.00 95.00 413.25 23.00 100.05 0.00 0.00 118.00 513.30 100.0% 0.00 0.00 0.0% 118.00 513.308.10 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 38.0 1.02 38.78 38.00 38.78 0.00 0.00 0.00 0.00 0.00 0.00 30.00 30.62 8.00 8.16 0.00 0.00 38.00 38.78 100.0% 0.00 0.00 0.0% 38.00 38.788.11 BRAZO-SOPORTE (RIOSTRA) DE PERFIL ANGULAR DE A°G° DE 38 x 38 x 5 mm y 710 mm LONGITUD. u 38.0 26.42 1,004.01 38.00 1,004.01 0.00 0.00 0.00 0.00 0.00 0.00 30.00 792.64 8.00 211.37 0.00 0.00 38.00 1,004.01 100.0% 0.00 0.00 0.0% 38.00 1,004.018.12 ARANDELA CUADRADA PLANA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 126.0 1.36 171.57 126.00 171.57 0.00 0.00 0.00 0.00 0.00 0.00 100.00 136.17 26.00 35.40 0.00 0.00 126.00 171.57 100.0% 0.00 0.00 0.0% 126.00 171.578.13 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 590.0 1.42 840.22 590.00 840.22 0.00 0.00 0.00 0.00 0.00 0.00 450.00 640.85 140.00 199.37 0.00 0.00 590.00 840.22 100.0% 0.00 0.00 0.0% 590.00 840.228.14 CINTA PLANA PARA ARMAR u 25.0 1.92 48.00 25.00 48.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 38.40 5.00 9.60 0.00 0.00 25.00 48.00 100.0% 0.00 0.00 0.0% 25.00 48.008.15 PERNO DE A°G° DE 16 mm ø x 305 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 76.0 8.15 619.68 76.00 619.68 0.00 0.00 0.00 0.00 0.00 0.00 60.00 489.22 16.00 130.46 0.00 0.00 76.00 619.68 100.0% 0.00 0.00 0.0% 76.00 619.688.16 TUBO ESPACIADOR DE A°G° DE 19 mm ø x 38 mm LONGITUD u 38.0 1.02 38.78 38.00 38.78 0.00 0.00 0.00 0.00 0.00 0.00 25.00 25.51 13.00 13.27 0.00 0.00 38.00 38.78 100.0% 0.00 0.00 0.0% 38.00 38.788.17 PERNO DE A°G° DE 16 mm ø x 457 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 38.0 11.10 421.80 38.00 421.80 0.00 0.00 0.00 0.00 0.00 0.00 25.00 277.50 13.00 144.30 0.00 0.00 38.00 421.80 100.0% 0.00 0.00 0.0% 38.00 421.80

SUB-TOTAL 8: 8,143.56 8,143.56 0.00 0.00 0.00 0.00 0.00 0.00 6,245.97 1,865.92 31.68 0.00 8,143.56 0.00 8,143.569.00 RETENIDAS Y ANCLAJES9.01 CABLE DE ACERO GRADO SIEMENS MARTIN, DE 10 mm ø m 1,036.0 3.79 3,925.46 1,036.00 3,925.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,036.00 3,925.46 0.00 0.00 1,036.00 3,925.46 100.0% 0.00 0.00 0.0% 1,036.00 3,925.469.02 PERNO ANGULAR CON OJAL-GUARDA CABO DE A°G°, 16 mm ø x 305 mm, PROVISTO DE TUERCA Y CONTRATUERCA u 75.0 12.04 902.72 75.00 902.72 0.00 0.00 0.00 0.00 0.00 0.00 60.00 722.18 15.00 180.54 0.00 0.00 75.00 902.72 100.0% 0.00 0.00 0.0% 75.00 902.729.03 VARILLA DE ANCLAJE DE A° G° DE 16 mm ø x 2,40 m, PROVISTO DE OJAL GUARDACABO EN UN EXTREMO; TCA Y CTCA EN EL u 75.0 47.02 3,526.62 75.00 3,526.62 0.00 0.00 0.00 0.00 0.00 0.00 60.00 2,821.29 15.00 705.32 0.00 0.00 75.00 3,526.62 100.0% 0.00 0.00 0.0% 75.00 3,526.629.04 MORDAZA PREFORMADA DE A° G° PARA CABLE DE 10 mm ø u 150.0 8.65 1,297.23 150.00 1,297.23 0.00 0.00 0.00 0.00 0.00 0.00 120.00 1,037.78 30.00 259.45 0.00 0.00 150.00 1,297.23 100.0% 0.00 0.00 0.0% 150.00 1,297.239.05 ALAMBRE DE ACERO N° 12; PARA ENTORCHADO m 112.5 0.51 57.17 112.50 57.17 0.00 0.00 0.00 0.00 0.00 0.00 90.00 45.73 22.50 11.43 0.00 0.00 112.50 57.17 100.0% 0.00 0.00 0.0% 112.50 57.179.06 ARANDELA DE ANCLAJE, DE A° G°, 102 x 102 x 6,35 mm, AGUJERO DE 18 mmø u 75.0 5.38 403.31 75.00 403.31 0.00 0.00 0.00 0.00 0.00 0.00 60.00 322.65 15.00 80.66 0.00 0.00 75.00 403.31 100.0% 0.00 0.00 0.0% 75.00 403.319.07 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, AGUJERO DE 18 mm ø u 150.0 1.42 213.62 150.00 213.62 0.00 0.00 0.00 0.00 0.00 0.00 120.00 170.89 30.00 42.72 0.00 0.00 150.00 213.62 100.0% 0.00 0.00 0.0% 150.00 213.629.08 CONTRAPUNTA DE A° G° CON ABRAZADERA PARTIDA EN UN EXTREMO Y GRAPA DE AJUSTE PARA CABLE EN EL OTRO EXT u 7.0 52.25 365.75 7.00 365.75 0.00 0.00 0.00 0.00 0.00 0.00 7.00 365.75 0.00 0.00 0.00 7.00 365.75 100.0% 0.00 0.00 0.0% 7.00 365.759.09 BLOQUE DE CONCRETO DE 0,40 x 0,40 x 0,15 m u 75.0 39.00 2,925.00 75.00 2,925.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 2,340.00 15.00 585.00 0.00 0.00 75.00 2,925.00 100.0% 0.00 0.00 0.0% 75.00 2,925.00

SUB-TOTAL 9: 13,616.88 13,616.88 0.00 0.00 0.00 0.00 0.00 0.00 7,826.27 5,790.58 0.00 0.00 13,616.88 0.00 13,616.8810.00 MATERIAL PARA PUESTA A TIERRA

10.01 ELECTRODO DE ACERO RECUBIERTO DE COBRE DE 16 mm ø x 2,40 m u 114.0 50.57 5,764.53 114.00 5,764.53 0.00 0.00 0.00 0.00 0.00 0.00 90.00 4,550.94 24.00 1,213.58 0.00 0.00 114.00 5,764.53 100.0% 0.00 0.00 0.0% 114.00 5,764.5310.02 CONECTOR AB PARA ELECTRODO DE 16 mm ø u 178.0 5.68 1,011.26 178.00 1,011.26 0.00 0.00 0.00 0.00 0.00 0.00 130.00 738.56 48.00 272.70 0.00 0.00 178.00 1,011.26 100.0% 0.00 0.00 0.0% 178.00 1,011.2610.03 SOLDADURA CADWELD CONEXIÓN TERMOSOLDADA Conductor 16mm2-Electrodo de 16 mm ø u 178.0 46.08 8,202.24 178.00 8,202.24 0.00 0.00 0.00 0.00 0.00 0.00 130.00 5,990.40 48.00 2,211.84 0.00 0.00 178.00 8,202.24 100.0% 0.00 0.00 0.0% 178.00 8,202.2410.04 CAJA REGISTRO DE CONCRETO PARA PUESTA A TIERRA 0,50x0,50x0,45 m u 114.0 46.08 5,253.12 114.00 5,253.12 0.00 0.00 0.00 0.00 0.00 0.00 90.00 4,147.20 24.00 1,105.92 0.00 0.00 114.00 5,253.12 100.0% 0.00 0.00 0.0% 114.00 5,253.1210.05 PLANCHA DOBLADA DE COBRE PARA TOMA A TIERRA DE ESPIGAS Y/ O PERNOS u 329.0 7.08 2,329.32 329.00 2,329.32 0.00 0.00 0.00 0.00 0.00 0.00 260.00 1,840.80 69.00 488.52 0.00 0.00 329.00 2,329.32 100.0% 0.00 0.00 0.0% 329.00 2,329.3210.06 CONECTOR DE COBRE TIPO PERNO PARTIDO PARA CONDUCTOR 16 mm² u 329.0 2.63 865.27 329.00 865.27 0.00 0.00 0.00 0.00 0.00 0.00 260.00 683.80 69.00 181.47 0.00 0.00 329.00 865.27 100.0% 0.00 0.00 0.0% 329.00 865.2710.07 CONECTOR DOBLE VIA BIMETÁLICO PARA CABLE DE ACERO DE 10mmø Y COBRE DE 16 mm² u 75.0 5.04 378.00 75.00 378.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 302.40 15.00 75.60 0.00 0.00 75.00 378.00 100.0% 0.00 0.00 0.0% 75.00 378.00

SUB-TOTAL 10: 23,803.74 23,803.74 0.00 0.00 0.00 0.00 0.00 0.00 18,254.10 5,549.63 0.00 0.00 23,803.74 0.00 23,803.7411.00 EQUIPO DE PROTECCION Y MANIOBRA

11.01 SECCIONADOR FUSIBLE UNIPOLAR TIPO EXPULSION (CUT-OUT) DE 27/38 kV, 100A, 150KV-BIL. u 38.0 260.61 9,903.13 38.00 9,903.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.00 9,903.13 0.00 38.00 9,903.13 100.0% 0.00 0.00 0.0% 38.00 9,903.1311.02 FUSIBLE TIPO EXPULSION DE 2 A, TIPO K u 32.0 4.65 148.80 32.00 148.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 148.80 0.00 32.00 148.80 100.0% 0.00 0.00 0.0% 32.00 148.8011.03 FUSIBLE TIPO EXPULSION DE 3 A, TIPO K u 6.0 4.48 26.88 6.00 26.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 26.88 0.00 6.00 26.88 100.0% 0.00 0.00 0.0% 6.00 26.8811.04 PARARRAYOS DE OXIDO METALICO, 21 kV, 10 kA, CLASE 1 u 38.0 257.21 9,774.12 38.00 9,774.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38.00 9,774.12 0.00 38.00 9,774.12 100.0% 0.00 0.00 0.0% 38.00 9,774.12

SUB-TOTAL 11: 19,852.93 19,852.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19,852.93 0.00 19,852.93 0.00 19,852.9312.00 TRANSFORMADORES DE DISTRIBUCIÓN

12.01 TRANSFORMADOR MONOFÁSICO DE 5 kVA; 13,2/0,46-0,23 kV, 1ø-N- Fase-Neutro u 12.0 2,697.32 32,367.84 12.00 32,367.84 0.00 0.00 0.00 0.00 0.00 0.00 12.00 32,367.84 0.00 0.00 0.00 12.00 32,367.84 100.0% 0.00 0.00 0.0% 12.00 32,367.8412.02 TRANSFORMADOR MONOFÁSICO DE 10 kVA; 13,2/0,46-0,23 kV, 1ø-N-Fase-Neutro u 20.0 3,452.19 69,043.71 20.00 69,043.71 0.00 0.00 0.00 0.00 0.00 0.00 20.00 69,043.71 0.00 0.00 0.00 20.00 69,043.71 100.0% 0.00 0.00 0.0% 20.00 69,043.7112.03 TRANSFORMADOR MONOFÁSICO DE 15 kVA; 13,2/0,46-0,23 kV, 1ø-N-Fase-Neutro u 5.0 4,412.66 22,063.29 5.00 22,063.29 0.00 0.00 0.00 0.00 0.00 0.00 5.00 22,063.29 0.00 0.00 0.00 5.00 22,063.29 100.0% 0.00 0.00 0.0% 5.00 22,063.2912.04 TRANSFORMADOR MONOFÁSICO DE 25 kVA; 13,2/0,46-0,23 kV, 1ø-N-Fase-Neutro u 1.0 5,926.01 5,926.01 1.00 5,926.01 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5,926.01 0.00 0.00 0.00 1.00 5,926.01 100.0% 0.00 0.00 0.0% 1.00 5,926.01

SUB-TOTAL 12: 129,400.85 129,400.85 0.00 0.00 0.00 0.00 0.00 0.00 129,400.85 0.00 0.00 0.00 129,400.85 0.00 129,400.85

13.00 TABLEROS DE DISTRIBUCIÓN

13.01 TABLEROS DE DISTRIBUCIÓN COMPLETA PARA S.E. DE 5 kVA; 440-220V u 12.0 2,204.48 26,453.76 12.00 26,453.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 26,453.76 12.00 26,453.76 100.0% 0.00 0.00 0.0% 12.00 26,453.7613.02 TABLEROS DE DISTRIBUCIÓN COMPLETA PARA S.E. DE 10 kVA; 440-220V u 20.0 2,204.48 44,089.60 20.00 44,089.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 44,089.60 20.00 44,089.60 100.0% 0.00 0.00 0.0% 20.00 44,089.6013.03 TABLEROS DE DISTRIBUCIÓN COMPLETA PARA S.E. DE 15 kVA; 440-220V u 5.0 2,425.02 12,125.08 5.00 12,125.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 12,125.07 5.00 12,125.08 100.0% 0.00 0.00 0.0% 5.00 12,125.0813.04 TABLEROS DE DISTRIBUCIÓN COMPLETA PARA S.E. DE 25 kVA; 440-220V u 1.0 2,465.97 2,465.97 1.00 2,465.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2,465.97 1.00 2,465.97 100.0% 0.00 0.00 0.0% 1.00 2,465.97

SUB-TOTAL 13: 85,134.41 85,134.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 85,134.40 85,134.41 0.00 85,134.4114.00 CABLES DE ENERGÍA DE BAJA TENSIÓN

14.01 CABLE NYY, 1 KV, 1x16mm² m 110.0 6.38 701.80 110.00 701.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110.00 701.80 0.00 110.00 701.80 100.0% 0.00 0.00 0.0% 110.00 701.8014.02 CABLE NYY, 1 KV, 1x25mm² m 300.0 9.75 2,925.00 300.00 2,925.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300.00 2,925.00 0.00 300.00 2,925.00 100.0% 0.00 0.00 0.0% 300.00 2,925.0014.03 CABLE NYY, 1 KV, 1x35mm² m 160.0 13.16 2,105.60 160.00 2,105.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 160.00 2,105.60 0.00 160.00 2,105.60 100.0% 0.00 0.00 0.0% 160.00 2,105.60

SUB-TOTAL 14: 5,732.40 5,732.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,732.40 0.00 5,732.40 0.00 5,732.40

TOTAL SUMINISTRO DE MATERIALES 457,063.50 457,063.50 0.00 0.00 0.00 0.00 0.00 8,967.03 164,938.11 74,882.67 48,968.43 85,134.40 382,890.68 2,319.26 385,209.94

BM21

INGRESAR METRADO ANTERIOR

BO21

INGRESAR METRADO ACTUAL DE AVANCE

BR21

SUMAR METRADO ANTERIOR + ACTUAL

BU21

RESTAR METRADO REPLANTEO - ACUMULADO

BX21

RESTAR METRADO REPLANTEO - ACUMULADO

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OBRA : AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURALSECCION 2 : REDES PRIMARIAS PRESUPUESTO REFERENCIAL S/. 4883258.05CONTRATISTA : CONSORCIO SAN LUIS PRESUPUESTO CONTRATADO S/. 4,901,758.05RESIDENTE : ING° TEOBALDO GUTIERREZ CABALLERO PLAZO DE EJECUCION 210 DIAS

SUPERVISOR:





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60.00 OBRAS PRELIMINARES60.01 REPLANTEO TOPOGRÁFICO Y UBICACIÓN DE ESTRUCTURAS EN REDES PRIMARIAS E INGENIERÍA DE DETALLE Localid 33.00 345.56 11,403.48 33.00 11,403.48 13.00 4,492.28 20.00 6,911.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.00 11,403.48 100.0% 0.00 0.00 0.0% 33.00 11,403.48

SUB-TOTAL 60: 11,403.48 11,403.48 4,492.28 6,911.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,403.48 0.00 11,403.4860.00 INSTALACION DE POSTES DE 60.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) 156.38 36.50 5,707.87 156.38 5,707.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 1,168.00 0.00 115.30 4,208.45 147.30 5,376.45 94.2% 0.00 0.0% 147.30 5,376.45

60.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) 5.34 115.27 615.54 5.34 615.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.20 138.32 0.00 2.10 242.07 3.30 380.39 61.8% 0.00 0.0% 3.30 380.39

60.03 TRANSPORTE DE POSTE DE CONCRETO 12/300 daN DE ALMACEN A PUNTO DE IZAJE u 37 144.23 5,336.51 37.00 5,336.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 1,586.53 0.00 0.00 11.00 1,586.53 29.7% -3.00 -432.69 -8.1% 8.00 1,153.84

60.04 TRANSPORTE DE POSTE DE CONCRETO 11/200 daN DE ALMACEN A PUNTO DE IZAJE u 87 97.33 8,467.71 87.00 8,467.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 778.64 0.00 0.00 8.00 778.64 9.2% 3.00 291.99 3.4% 11.00 1,070.63

60.05 TRANSPORTE DE POSTE DE CONCRETO 11/300 daN DE ALMACEN A PUNTO DE IZAJE u 22 118.20 2,600.40 22.00 2,600.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 1,418.40 0.00 5.00 591.00 17.00 2,009.40 77.3% 0.00 0.0% 17.00 2,009.40

60.06 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 12/300 daN u 37 82.60 3,056.20 37.00 3,056.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 908.60 0.00 0.00 11.00 908.60 29.7% -3.00 -247.80 -8.1% 8.00 660.80

60.07 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/200 daN u 87 64.26 5,590.62 87.00 5,590.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 514.08 0.00 0.00 8.00 514.08 9.2% 3.00 192.78 3.4% 11.00 706.86

60.08 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE CONCRETO 11/300 daN u 22.00 70.47 1,550.34 22.00 1,550.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 845.64 0.00 5.00 352.35 17.00 1,197.99 77.3% 0.00 0.0% 17.00 1,197.99

60.09 RELLENO Y COMPACTACIÓN PARA CIMENTACIÓN DE POSTE DE 11 m y 12 m m3 156.40 80.62 12,608.97 156.40 12,608.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156.40 12,608.97 0.00 0.00 156.40 12,608.97 100.0% -5.80 -467.60 -3.7% 150.60 12,141.37

60.10 ELIMINACIÓN DE MATERIAL EXCEDENTE m3 156.40 11.12 1,739.17 156.40 1,739.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 156.40 1,739.17 0.00 0.00 156.40 1,739.17 100.0% -5.80 -64.50 -3.7% 150.60 1,674.67

SUB-TOTAL 60: 47,273.33 47,273.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21,706.35 0.00 5,393.87 27,100.22 -727.82 26,372.4060.00 INSTALACION DE RETENIDAS60.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) 94.50 36.50 3,449.25 94.50 3,449.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 730.00 56.00 2,044.00 0.00 76.00 2,774.00 80.4% 18.50 675.25 19.6% 94.50 3,449.25

60.02 INSTALACION DE RETENIDA INCLINADA u 68.00 54.18 3,684.24 68.00 3,684.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 758.52 39.00 2,113.02 0.00 53.00 2,871.54 77.9% 15.00 812.70 22.1% 68.00 3,684.24

60.03 INSTALACION DE RETENIDA VERTICAL u 7.00 39.90 279.30 7.00 279.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 79.80 4.00 159.60 0.00 6.00 239.40 85.7% 1.00 39.90 14.3% 7.00 279.30

60.04 RELLENO Y COMPACTACION DE RETENIDA INCLINADA Y VERTICAL 94.50 40.07 3,786.62 94.50 3,786.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 801.40 52.30 2,095.66 0.00 72.30 2,897.06 76.5% 22.20 889.55 23.5% 94.50 3,786.62

SUB-TOTAL 60: 11,199.41 11,199.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,369.72 6,412.28 0.00 8,782.00 2,417.40 11,199.4160.00 MONTAJE DE ARMADOS60.01 0 ARMADO TI PS1-1N JGO 75 37.58 2,818.50 75.00 2,818.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.00 1,615.94 32.00 1,202.56 75.00 2,818.50 100.0% 0.00 0.00 0.0% 75.00 2,818.50

60.02 0 ARMADO TI PA1-1N JGO 19 39.68 753.92 19.00 753.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 476.16 7.00 277.76 19.00 753.92 100.0% 0.00 0.00 0.0% 19.00 753.92

60.03 0 ARMADO TI PA2-1N JGO 4 35.20 140.80 4.00 140.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 105.60 1.00 35.20 4.00 140.80 100.0% 0.00 0.00 0.0% 4.00 140.80

60.04 0 ARMADO TI PTV-1N JGO 25 35.20 880.00 25.00 880.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 422.40 13.00 457.60 25.00 880.00 100.0% 0.00 0.00 0.0% 25.00 880.00

60.05 0 ARMADO TI TS-0N JGO 22 49.36 1,085.92 22.00 1,085.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.00 592.32 10.00 493.60 22.00 1,085.92 100.0% 0.00 0.00 0.0% 22.00 1,085.92

60.06 0 ARMADO TI DT-0N JGO 6 42.45 254.70 6.00 254.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 169.80 2.00 84.90 6.00 254.70 100.0% 0.00 0.00 0.0% 6.00 254.70

60.07 0 ARMADO TI DS-0N JGO 20 19.35 387.00 20.00 387.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 174.15 11.00 212.85 20.00 387.00 100.0% 0.00 0.00 0.0% 20.00 387.00

60.08 0 ARMADO TIPO SMM-1P JGO 25 480.12 12,003.00 25.00 12,003.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 2,400.60 20.00 9,602.40 25.00 12,003.00 100.0% 0.00 0.00 0.0% 25.00 12,003.00

60.09 0 ARMADO TIPO SMM-2P JGO 13 480.12 6,241.56 13.00 6,241.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1,440.36 10.00 4,801.20 13.00 6,241.56 100.0% 0.00 0.00 0.0% 13.00 6,241.56

SUB-TOTAL 60: 24,565.40 24,565.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,397.33 17,168.07 24,565.40 0.00 24,565.40

60.00 MONTAJE DE CONDUCTORES60.00 TENDIDO Y PUESTA EN FLECHA DE CONDUCTOR DE 0.00 0.00

ALEACION DE ALUMINIO DE 25 mm2, POR FASE km 13.863 949.93 13,168.88 13.86 13,168.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.86 13,168.88 13.86 13,168.88 100.0% 0.00 0.00 0.0% 13.86 13,168.88

60.01 TENDIDO Y PUESTA EN FLECHA DE CONDUCTOR DE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

ALEACION DE ALUMINIO DE 35 mm2, POR FASE km 13.86 1,012.40 14,032.88 13.86 14,032.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.86 14,032.88 13.86 14,032.88 100.0% 0.00 0.00 0.0% 13.86 14,032.88

SUB-TOTAL 60: 27,201.76 27,201.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,201.76 27,201.76 0.00 27,201.76

6.00 INSTALACION DE PUESTA A TIERRA

6.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerado) 305.14 36.50 11,137.61 305.14 11,137.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 167.83 6,125.69 137.31 5,011.92 305.14 11,137.61 100.0% 0.00 0.00 0.0% 305.14 11,137.61

6.02 INSTALACION DE PUESTA A TIERRA TIPO PAT-1C u 64.00 49.51 3,168.64 64.00 3,168.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.00 1,732.85 29.00 1,435.79 64.00 3,168.64 100.0% 0.00 0.00 0.0% 64.00 3,168.64

6.03 INSTALACION DE PUESTA A TIERRA TIPO PAT-3, INCLUYE INSTALAC CAJA DE REGISTRO u 38.00 84.73 3,219.74 38.00 3,219.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 1,694.60 18.00 1,525.14 38.00 3,219.74 100.0% 0.00 0.00 0.0% 38.00 3,219.74

6.04 RELLENO Y COMPACTACIÓN DE PUESTA A TIERRA 305.14 46.64 14,231.73 305.14 14,231.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 167.83 7,827.45 137.31 6,404.28 305.14 14,231.73 100.0% 0.00 0.00 0.0% 305.14 14,231.73

SUB-TOTAL 6: 31,757.72 31,757.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17,380.59 14,377.13 31,757.72 0.00 31,757.727.00 PRUEBAS Y PUESTA EN SERVICIO7.01 PRUEBAS Y PUESTA EN SERVICIO DE REDES PRIMARIAS Localid 33.00 263.07 8,681.31 33.00 8,681.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0% 33.00 8,681.31 100.0% 33.00 8,681.31

7.02 EXPEDIENTES TECNICOS FINAL CONFORME A OBRA (1 ORIGINAL + 3 COPIAS), DE REDES Localid 33.00 85.22 2,812.26 33.00 2,812.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0% 33.00 2,812.26 100.0% 33.00 2,812.26

PRIMARIAS, INCLUYE LA PRESENTACION DIGITALIZADA DE TEXTOS Y PLANOS EN CD. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SUB-TOTAL 7: 11,493.57 11,493.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,493.57 11,493.57

TOTAL MONTAJE ELECTROMECÁNICO 164,894.67 164,894.67 4,492.28 6,911.20 0.00 0.00 0.00 0.00 0.00 24,076.07 31,190.20 64,140.83 130,810.58 13,183.15 143,993.74

TRANSPORTE DE LOS SUMINISTROS DE MATERIALES 50418.07 50418.07 5,000.00 10,000.00 25,000.00 5,041.81 5,376.26 50,418.07 0.00 50,418.07

COSTO DIRECTO 672,376.24 672,376.24 4,492.28 6,911.20 0.00 0.00 0.00 13,967.03 174,938.11 123,958.74 85,200.44 154,651.49 564,119.33 15,502.41 579,621.750.00

GASTOS GENERALES 57769.31 57769.31 385.97 593.80 0.00 0.00 0.00 1,200.02 15,030.36 10,650.31 7,320.26 13,287.37 48,468.08 1,331.94 49,800.02UTILIDADES (10%) 67,237.62 67,237.62 449.23 691.12 1,396.70 17,493.81 12,395.88 8,520.04 15,465.15 56,411.93 1,550.24 57,962.17

0.00SUBTOTAL 797,383.17 797,383.17 5,327.48 8,196.12 0.00 0.00 0.00 16,563.75 207,462.28 147,004.93 101,040.74 183,404.01 668,999.34 18,384.59 687,383.93

VALORIZACION BRUTA CON F.R. : 1.003788 800404.0197061 800404.0197061 5347.66 8227.17 0.00 0.00 0.00 16626.50 208248.24 147561.85 101423.53 184098.83 671533.81343 83.90% 18454.2391791991 2.31% 689988.053

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OBRA : AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA D

SECCION 3 : REDES SECUNDARIAS PRESUPUESTO REFERENCIAL S/. 4883258.05

CONTRATISTA : CONSORCIO SAN LUIS PRESUPUESTO CONTRATADO S/. 4,901,758.05

RESIDENTE : ING° TEOBALDO GUTIERREZ CABALLERO PLAZO DE EJECUCION 210 DIAS

SUPERVISOR:





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1.00 POSTES DE CONCRETO ARMADO CENTRIFUGADO1.01 POSTE DE CAC 8m daN (INCLUYE PERILLA) u 1439 344.92 496,334.12 1,439.00 496,334.12 0.00 30.00 10,347.48 400.00 137,966.40 304.00 104,854.46 0.00 330.00 113,822.28 0.00 345.00 118,996.02 0.00 0.00 1,409.00 485,986.64 97.92% -386.00 -133,137.58 -26.82% 1,023.00 352,849.07

SUB-TOTAL 1: 496,334.12 496,334.12 0.00 10,347.48 137,966.40 104,854.46 0.00 113,822.28 0.00 118,996.02 0.00 0.00 485,986.64 -133,137.58 352,849.072.00 CABLES Y CONDUCTORES DE ALUMINIO2.01 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X25+16/25 Km 2.30 6511.140 14,975.62 2.30 14,975.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.30 14,975.62 0.00 0.00 2.30 14,975.62 100.00% 0.00 0.00 0.00% 2.30 14,975.622.02 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16+16/25 Km 16.69 5380.090 89,793.70 16.69 89,793.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.69 89,793.70 0.00 0.00 16.69 89,793.70 100.00% 0.00 0.00 0.00% 16.69 89,793.702.03 CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16/25 mm Km 3.89 4182.030 16,268.10 3.89 16,268.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.89 16,268.10 0.00 0.00 3.89 16,268.10 100.00% 0.00 0.00 0.00% 3.89 16,268.102.04 CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16+16/25 Km 23.19 4161.280 96,500.08 23.19 96,500.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23.19 96,500.08 0.00 0.00 23.19 96,500.08 100.00% 0.00 0.00 0.00% 23.19 96,500.082.05 CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16/25 mm Km 40.60 2939.110 119,327.87 40.60 119,327.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.60 119,327.87 0.00 0.00 40.60 119,327.87 100.00% 0.00 0.00 0.00% 40.60 119,327.87

SUB-TOTAL 2: 336,865.37 336,865.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 336,865.37 0.00 0.00 336,865.37 0.00 336,865.373.00 ACCESORIOS DE CABLES AUTOPORTANTES3.01 GRAPA DE SUSPENSION ANGULAR PARA CONDUCTOR DE ALEACION DE A u 942 8.34 7,856.28 942.00 7,856.28 0.00 0.00 0.00 0.00 0.00 942.00 7,856.28 0.00 0.00 0.00 0.00 942.00 7,856.28 100.00% -7.00 -58.38 -0.74% 935.00 7,797.903.02 GRAPA DE ANCLAJE PARA CONDUCTOR DE ALEACION DE ALUMINIO DE 25 A u 1136 18.61 21,140.96 1,136.00 21,140.96 0.00 0.00 0.00 0.00 0.00 1,136.00 21,140.96 0.00 0.00 0.00 0.00 1,136.00 21,140.96 100.00% -6.00 -111.66 -0.53% 1,130.00 21,029.303.03 CONECTOR BIMETÁLICO , PARA Al 25mm²/Cu 4-10 mm², PARA NEUTRO DESN u 140 5.12 716.80 140.00 716.80 0.00 0.00 0.00 0.00 0.00 140.00 716.80 0.00 0.00 0.00 0.00 140.00 716.80 100.00% 0.00 0.00 0.00% 140.00 716.803.04 CONECTOR BIMETÁLICO AISLADO, PARA Al 35mm²/Cu 4-10 mm², PARA FASE u 140 5.94 831.60 140.00 831.60 0.00 0.00 0.00 0.00 0.00 140.00 831.60 0.00 0.00 0.00 0.00 140.00 831.60 100.00% 0.00 0.00 0.00% 140.00 831.603.05 CONECTOR, PARA Al 25mm², PARA NEUTRO DESNUDO, TIPO CUÑA u 355 5.16 1,831.80 355.00 1,831.80 0.00 0.00 0.00 0.00 0.00 355.00 1,831.80 0.00 0.00 0.00 0.00 355.00 1,831.80 100.00% 0.00 0.00 0.00% 355.00 1,831.803.06 CONECTOR AISLADO, PARA Al 35mm², PARA FASE AISLADA, TIPO PERFORA u 355 5.39 1,913.45 355.00 1,913.45 0.00 0.00 0.00 0.00 0.00 355.00 1,913.45 0.00 0.00 0.00 0.00 355.00 1,913.45 100.00% 0.00 0.00 0.00% 355.00 1,913.453.07 CORREA PLASTICA DE AMARRE COLOR NEGRO u 6706 0.28 1,877.68 6,706.00 1,877.68 0.00 0.00 0.00 0.00 0.00 6,706.00 1,877.68 0.00 0.00 0.00 0.00 6,706.00 1,877.68 100.00% 0.00 0.00 0.00% 6,706.00 1,877.683.08 CINTA AUTOFUNDANTE PARA EXTREMO DE CABLE m 1221.00 6.88 8,400.48 1,221.00 8,400.48 0.00 0.00 0.00 0.00 0.00 1,221.00 8,400.48 0.00 0.00 0.00 0.00 1,221.00 8,400.48 100.00% 0.00 0.00 0.00% 1,221.00 8,400.483.09 CINTA AISLANTE m 160.00 3.50 560.00 160.00 560.00 0.00 0.00 0.00 0.00 0.00 160.00 560.00 0.00 0.00 0.00 0.00 160.00 560.00 100.00% 0.00 0.00 0.00% 160.00 560.00

SUB-TOTAL 3: 45,129.05 45,129.05 0.00 0.00 0.00 0.00 0.00 45,129.05 0.00 0.00 0.00 0.00 45,129.05 -170.04 44,959.014.00 CABLES Y CONDUCTORES DE COBRE4.01 CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, BIPOLAR, 2x m 138.00 10.40 1,435.20 138.00 1,435.20 0.00 0.00 0.00 0.00 0.00 140.00 1,456.00 0.00 0.00 0.00 0.00 140.00 1,456.00 101.45% -2.00 -20.80 -1.45% 138.00 1,435.204.02 CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, TRIPOLAR, m 198.00 14.53 2,876.94 198.00 2,876.94 0.00 0.00 0.00 0.00 0.00 198.00 2,876.94 0.00 0.00 0.00 0.00 198.00 2,876.94 100.00% 0.00 0.00 0.00% 198.00 2,876.944.03 CONDUCTOR DE Cu RECOCIDO, TIPO N2XY, BIPOLAR, 2x m 313.50 6.06 1,899.81 313.50 1,899.81 0.00 0.00 0.00 0.00 0.00 314.00 1,902.84 0.00 0.00 0.00 0.00 314.00 1,902.84 100.16% -0.50 -3.03 -0.16% 313.50 1,899.814.04 CONDUCTOR DE COBRE CONCENTRICO, 2 x 4 mm² , CON AISLAMIENTO Y CU m 30195.00 3.39 102,361.05 30,195.00 102,361.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15,097.50 51,180.53 15,097.50 51,180.53 30,195.00 102,361.05 100.00% 0.00 0.00 0.00% 30,195.00 102,361.054.05 CONDUCTOR DE COBRE RECOCIDO, CABLEADO, DESNUD m 5591.00 4.72 26,389.52 5,591.00 26,389.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,795.50 13,194.76 2,795.50 13,194.76 5,591.00 26,389.52 100.00% 0.00 0.00 0.00% 5,591.00 26,389.52

SUB-TOTAL 4: 134,962.52 134,962.52 0.00 0.00 0.00 0.00 0.00 6,235.78 0.00 0.00 64,375.29 64,375.29 134,986.35 -23.83 134,962.525.00 LUMINARIAS, LAMPARAS Y ACCESORIOS5.01 PASTORAL TUBO A°G° 38 mm f, INT.; 500mm AVANCE HORIZ.; 720 mm ALTURA, Y 20° INCLINACION, 13,194.76 13,194.76 0.00

PPROVISTO DE 2 ABRAZADERAS DOBLES PARA POSTE D u 209 71.96 15,039.64 209.00 15,039.64 0.00 0.00 0.00 209.00 15,039.64 0.00 0.00 0.00 0.00 0.00 0.00 209.00 15,039.64 100.00% 0.00 0.00 0.00% 209.00 15,039.645.02 LUMINARIA COMPLETA CON EQUIPO PARA LAMPARA DE u 209 257.66 53,850.94 209.00 53,850.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 209.00 53,850.94 209.00 53,850.94 100.00% 0.00 0.00 0.00% 209.00 53,850.945.03 LAMPARA DE VAPOR DE SODIO DE ALTA PRESION DE 50 u 209 28.47 5,950.23 209.00 5,950.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 209.00 5,950.23 209.00 5,950.23 100.00% 0.00 0.00 0.00% 209.00 5,950.235.04 PORTA FUSIBLE UNIPOLAR 220V, 5A, PROVISTO CON FUS u 209 4.77 996.93 209.00 996.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 209.00 996.93 209.00 996.93 100.00% 0.00 0.00 0.00% 209.00 996.935.05 CONECTOR BIMETÁLICO FORRADO PARA Al 35 mm² /Cu 4-10 mm², PARA FA u 209 5.58 1,166.22 209.00 1,166.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 209.00 1,166.22 209.00 1,166.22 100.00% 0.00 0.00 0.00% 209.00 1,166.225.06 CONECTOR BIMETÁLICO PARA Al 25 mm² /Cu 4-10 mm², PARA NEUTRO DES u 209 5.94 1,241.46 209.00 1,241.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 209.00 1,241.46 209.00 1,241.46 100.00% 0.00 0.00 0.00% 209.00 1,241.46

SUB-TOTAL 5: 78,245.42 78,245.42 0.00 0.00 0.00 15,039.64 0.00 0.00 0.00 0.00 0.00 63,205.78 78,245.42 0.00 78,245.426.00 RETENIDAS Y ANCLAJES6.01 CABLE DE ACERO GRADO SIEMENS MARTIN, DE 10 mm ø, m 6490.0 3.79 24,597.10 6,490.00 24,597.10 0.00 0.00 0.00 300.00 1,137.00 5,000.00 18,950.00 0.00 0.00 0.00 1,190.00 4,510.10 0.00 0.00 6,490.00 24,597.10 100.00% 0.00 0.00 0.00% 6,490.00 24,597.106.02 PERNO ANGULAR CON OJAL-GUARDACABO DE A°G°, 16 mm ø x 254 mm, u 633 10.66 6,747.78 633.00 6,747.78 0.00 0.00 0.00 0.00 0.00 633.00 6,747.78 0.00 0.00 0.00 0.00 0.00 633.00 6,747.78 100.00% -15.00 -159.90 -2.37% 618.00 6,587.886.03 PERNO ANGULAR CON OJAL-GUARDACABO DE A°G°, 16 mm ø x 305 mm, u 18 12.04 216.72 18.00 216.72 0.00 0.00 0.00 0.00 0.00 18.00 216.72 0.00 0.00 0.00 0.00 0.00 18.00 216.72 100.00% 0.00 0.00 0.00% 18.00 216.726.04 VARILLA DE ANCLAJE DE A° G° DE 16 mm ø x 2.40 m, PROV. DE OJAL GUA u 651 47.02 30,610.02 651.00 30,610.02 0.00 0.00 0.00 300.00 14,106.00 351.00 16,504.02 0.00 0.00 0.00 0.00 0.00 651.00 30,610.02 100.00% 0.00 0.00 0.00% 651.00 30,610.026.05 ARANDELA DE ANCLAJE, DE A° G°, 102 x 102 x 5 mm, AG u 651 5.38 3,502.38 651.00 3,502.38 0.00 0.00 0.00 0.00 0.00 651.00 3,502.38 0.00 0.00 0.00 0.00 0.00 651.00 3,502.38 100.00% 0.00 0.00 0.00% 651.00 3,502.386.06 MORDAZA PREFORMADA DE A° G° PARA CABLE DE 10 m u 1302 8.65 11,262.30 1,302.00 11,262.30 0.00 0.00 0.00 0.00 0.00 1,302.00 11,262.30 0.00 0.00 0.00 0.00 0.00 1,302.00 11,262.30 100.00% 0.00 0.00 0.00% 1,302.00 11,262.306.07 ARANDELA CUADRADA CURVA DE A° G°, 57 x 57 x 5 mm, u 1302 1.42 1,848.84 1,302.00 1,848.84 0.00 0.00 0.00 0.00 0.00 1,302.00 1,848.84 0.00 0.00 0.00 0.00 0.00 1,302.00 1,848.84 100.00% 0.00 0.00 0.00% 1,302.00 1,848.846.08 SOPORTE DE CONTRAPUNTA DE 51 mmØx1000mm DE LONG. CON ABRAZAD u 20 51.00 1,020.00 20.00 1,020.00 0.00 0.00 0.00 0.00 0.00 20.00 1,020.00 0.00 0.00 0.00 0.00 0.00 20.00 1,020.00 100.00% 0.00 0.00 0.00% 20.00 1,020.006.09 ALAMBRE DE ACERO N° 12; PARA ENTORCHADO m 1953.00 0.51 996.03 1,953.00 996.03 0.00 0.00 0.00 0.00 0.00 1,953.00 996.03 0.00 0.00 0.00 0.00 0.00 1,953.00 996.03 100.00% 0.00 0.00 0.00% 1,953.00 996.036.10 BLOQUE DE CONCRETO DE 0,40 x 0,40 x 0,15 m u 651 39.00 25,389.00 651.00 25,389.00 0.00 30.00 1,170.00 0.00 520.00 20,280.00 101.00 3,939.00 0.00 0.00 0.00 0.00 0.00 651.00 25,389.00 100.00% 0.00 0.00 0.00% 651.00 25,389.006.11 CONECTOR BIMETÁLICO FORRADO PARA Al 25 mm² Y CO u 651 5.12 3,333.12 651.00 3,333.12 0.00 0.00 0.00 0.00 0.00 651.00 3,333.12 0.00 0.00 0.00 0.00 0.00 651.00 3,333.12 100.00% 0.00 0.00 0.00% 651.00 3,333.126.12 CONECTOR DOBLE VIA BIMETÁLICO PARA CABLE DE ACERO DE 10mmØ Y C u 651 5.94 3,866.94 651.00 3,866.94 0.00 0.00 0.00 0.00 0.00 651.00 3,866.94 0.00 0.00 0.00 0.00 0.00 651.00 3,866.94 100.00% 0.00 0.00 0.00% 651.00 3,866.94

SUB-TOTAL 6: 113,390.23 113,390.23 0.00 1,170.00 0.00 35,523.00 72,187.13 0.00 0.00 0.00 4,510.10 0.00 113,390.23 -159.90 113,230.337.00 ACCESORIOS DE FERRETERIA PARA ESTRUCTURAS7.01 PERNO CON GANCHO DE 16mm Ø, PROVISTO DE ARANDELA, TUERCA Y CONT u 886 12.34 10,933.24 886.00 10,933.24 0.00 0.00 0.00 0.00 0.00 886.00 10,933.24 0.00 0.00 0.00 0.00 0.00 886.00 10,933.24 100.00% -6.00 -74.04 -0.68% 880.00 10,859.207.02 PERNO CON GANCHO DE 16mm Ø, PROVISTO DE ARANDELA, TUERCA Y CONT u 56 13.78 771.68 56.00 771.68 0.00 0.00 0.00 0.00 0.00 56.00 771.68 0.00 0.00 0.00 0.00 0.00 56.00 771.68 100.00% -4.00 -55.12 -7.14% 52.00 716.567.03 PERNO DE AºGº DE 13mm Ø, PROVISTO DE TUERCA Y CON u 1459 4.76 6,944.84 1,459.00 6,944.84 0.00 0.00 0.00 0.00 0.00 1,459.00 6,944.84 0.00 0.00 0.00 0.00 0.00 1,459.00 6,944.84 100.00% -1,009.00 -4,802.84 -69.16% 450.00 2,142.007.04 PERNO DE AºGº DE 13mm Ø, PROVISTO DE TUERCA Y CON u 114 5.13 584.82 114.00 584.82 0.00 0.00 0.00 0.00 0.00 114.00 584.82 0.00 0.00 0.00 0.00 0.00 114.00 584.82 100.00% -59.00 -302.67 -51.75% 55.00 282.157.05 PERNO CON OJAL, DE AºGº DE 16mm Ø, PROVISTO DE T u 795 11.16 8,872.20 795.00 8,872.20 0.00 0.00 0.00 0.00 0.00 795.00 8,872.20 0.00 0.00 0.00 0.00 0.00 795.00 8,872.20 100.00% -5.00 -55.80 -0.63% 790.00 8,816.407.06 PERNO CON OJAL, DE AºGº DE 16mm Ø, PROVISTO DE T u 100 11.78 1,178.00 100.00 1,178.00 0.00 0.00 0.00 0.00 0.00 100.00 1,178.00 0.00 0.00 0.00 0.00 0.00 100.00 1,178.00 100.00% 0.00 0.00 0.00% 100.00 1,178.007.07 TUERCA-OJAL DE AºGº PARA PERNO DE 16 mmØ u 241 7.00 1,687.00 241.00 1,687.00 0.00 0.00 0.00 0.00 0.00 241.00 1,687.00 0.00 0.00 0.00 0.00 0.00 241.00 1,687.00 100.00% -3.00 -21.00 -1.24% 238.00 1,666.007.08 FLEJE DE ACERO INOXIDABLE DE 19 mm PROVISTO DE H u 140 6.70 938.00 140.00 938.00 0.00 0.00 0.00 0.00 0.00 140.00 938.00 0.00 0.00 0.00 0.00 0.00 140.00 938.00 100.00% 0.00 0.00 0.00% 140.00 938.007.09 ARANDELA CUADRADA CURVA DE 57x57 mm, AGUJERO u 2732 1.42 3,879.44 2,732.00 3,879.44 0.00 0.00 0.00 300.00 426.00 2,432.00 3,453.44 0.00 0.00 0.00 0.00 0.00 2,732.00 3,879.44 100.00% 0.00 0.00 0.00% 2,732.00 3,879.447.10 CAJA DE DERIVACION PARA ACOMETIDAS, SISTEMA 440-22O V (10 BORNER u 25 59.10 1,477.50 25.00 1,477.50 0.00 0.00 0.00 0.00 0.00 25.00 1,477.50 0.00 0.00 0.00 0.00 0.00 25.00 1,477.50 100.00% 0.00 0.00 0.00% 25.00 1,477.507.11 CAJA DE DERIVACION PARA ACOMETIDAS, SISTEMA 22O V (10 BORNERAS E u 115 88.09 10,130.35 115.00 10,130.35 0.00 0.00 0.00 0.00 0.00 115.00 10,130.35 0.00 0.00 0.00 0.00 0.00 115.00 10,130.35 100.00% 0.00 0.00 0.00% 115.00 10,130.357.12 PORTALINEA UNIPOLAR DE AºGº, PROVISTO DE PIN DE 1 u 1713 4.64 7,948.32 1,713.00 7,948.32 0.00 0.00 0.00 0.00 0.00 1,713.00 7,948.32 0.00 0.00 0.00 0.00 0.00 0.00 1,713.00 7,948.32 100.00% -1,208.00 -5,605.12 -70.52% 505.00 2,343.20

SUB-TOTAL 7: 55,345.39 55,345.39 0.00 0.00 0.00 426.00 54,919.39 0.00 0.00 0.00 0.00 0.00 55,345.39 -10,916.59 44,428.808.00 PUESTA A TIERRA8.01 ELECTRODO DE ACERO RECUBIERTO DE COBRE DE 16 mm u 494 50.57 24,981.58 494.00 24,981.58 0.00 0.00 0.00 100.00 5,057.00 0.00 0.00 394.00 19,924.58 0.00 0.00 0.00 494.00 24,981.58 100.00% 0.00 0.00 0.00% 494.00 24,981.588.02 CONECTOR BIMETALICO, PARA Al 25mm²/ Cu 16 mm², P u 494 5.12 2,529.28 494.00 2,529.28 0.00 0.00 0.00 0.00 0.00 0.00 494.00 2,529.28 0.00 0.00 0.00 494.00 2,529.28 100.00% 0.00 0.00 0.00% 494.00 2,529.288.03 CONECTOR DE BRONCE PARA ELECTRODO DE 16 mm ø u 494 5.94 2,934.36 494.00 2,934.36 0.00 0.00 0.00 0.00 0.00 0.00 494.00 2,934.36 0.00 0.00 0.00 494.00 2,934.36 100.00% 0.00 0.00 0.00% 494.00 2,934.36

SUB-TOTAL 8: 30,445.22 30,445.22 0.00 0.00 0.00 5,057.00 0.00 0.00 25,388.22 0.00 0.00 0.00 30,445.22 0.00 30,445.229.00 CONEXIONES DOMICILIARIAS9.01 TUBO DE AºGº STANDARD / REDONDO DE 19mm x 1,5mm u 931 35.13 32,706.03 931.00 32,706.03 0.00 200.00 7,026.00 0.00 731.00 25,680.03 0.00 0.00 0.00 0.00 0.00 0.00 931.00 32,706.03 100.00% -48.00 -1,686.24 -5.16% 883.00 31,019.799.02 TUBO DE AºGº STANDARD / REDONDO DE 19mm x 1,5mm u 217 52.76 11,448.92 217.00 11,448.92 0.00 0.00 0.00 217.00 11,448.92 0.00 0.00 0.00 0.00 0.00 0.00 217.00 11,448.92 100.00% -9.00 -474.84 -4.15% 208.00 10,974.089.03 TUBO DE AºGº STANDARD / REDONDO DE 19mm x 1,5mm u 324 60.82 19,705.68 324.00 19,705.68 0.00 0.00 0.00 324.00 19,705.68 0.00 0.00 0.00 0.00 0.00 0.00 324.00 19,705.68 100.00% -15.00 -912.30 -4.63% 309.00 18,793.389.04 u 931 1.51 1,405.81 931.00 1,405.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 931.00 1,405.81 0.00 0.00 0.00 931.00 1,405.81 100.00% -16.00 -24.16 -1.72% 915.00 1,381.659.05 TARUGO DE CEDRO DE 13 mm x50 mm u 931 0.35 325.85 931.00 325.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 931.00 325.85 0.00 0.00 0.00 931.00 325.85 100.00% -16.00 -5.60 -1.72% 915.00 320.259.06 ALAMBRE GALVANIZADO N° 12 AWG m 1082 0.51 551.82 1,082.00 551.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,082.00 551.82 0.00 0.00 0.00 1,082.00 551.82 100.00% -27.00 -13.77 -2.50% 1,055.00 538.059.07 CONECTOR BIMETÁLICO AISLADO, PARA Al 25 mm²/Cu 4-10 mm², PARA FASE u 1472 4.79 7,050.88 1,472.00 7,050.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,472.00 7,050.88 0.00 0.00 0.00 1,472.00 7,050.88 100.00% -72.00 -344.88 -4.89% 1,400.00 6,706.009.08 CONECTOR BIMETÁLICO, PARA Al 25 mm²/Cu 4-10 mm², PARA NEUTRO DESN u 1472 5.94 8,743.68 1,472.00 8,743.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,472.00 8,743.68 0.00 0.00 0.00 1,472.00 8,743.68 100.00% -72.00 -427.68 -4.89% 1,400.00 8,316.009.09 TEMPLADOR DE AºGº u 2944 2.17 6,388.48 2,944.00 6,388.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,944.00 6,388.48 0.00 0.00 0.00 2,944.00 6,388.48 100.00% -1,094.00 -2,373.98 -37.16% 1,850.00 4,014.509.10 CAJA METÁLICA PORTAMEDIDOR, EQUIPADO CON INTERRUPTOR TERMO u 1472 53.27 78,413.44 1,472.00 78,413.44 0.00 400.00 21,308.00 0.00 900.00 47,943.00 0.00 0.00 0.00 0.00 100.00 5,327.00 0.00 1,400.00 74,578.00 95.11% -1,400.00 -74,578.00 -95.11% 0.00 0.009.11 MEDIDOR MONOF. DE ENERGIA ACTIVA, TIPO ELECTRONICO CON MICRO PROCEu 1472 66.59 98,020.48 1,472.00 98,020.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,400.00 93,226.00 0.00 1,400.00 93,226.00 95.11% 0.00 0.00 0.00% 1,400.00 93,226.00

SUB-TOTAL 9: 264,761.07 264,761.07 0.00 28,334.00 0.00 104,777.63 0.00 0.00 24,466.52 0.00 98,553.00 0.00 256,131.15 -80,841.45 175,289.70

TOTAL SUMINISTRO DE MATERIALES S/. 1,555,478.39 1,555,478.39 0.00 39,851.48 137,966.40 265,677.73 127,106.52 165,187.11 49,854.74 455,861.39 167,438.39 127,581.07 1,536,524.82 -225,249.39 1,311,275.44



ARMELLA TIRAFONDO DE 10mm f x 64mm DE LONGITUD


OBRA : AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA D

SECCION 3 : REDES SECUNDARIAS PRESUPUESTO REFERENCIAL S/. 4883258.05

CONTRATISTA : CONSORCIO SAN LUIS PRESUPUESTO CONTRATADO S/. 4,901,758.05

RESIDENTE : ING° TEOBALDO GUTIERREZ CABALLERO PLAZO DE EJECUCION 210 DIAS

SUPERVISOR:





TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado

TotalMetrado Valoriz. Metrado



Valoriz.

S/. S/. S/. S/. % S/. % S/.




1.00 REPLANTEO TOPOGRÁFICO, UBICACIÓN DE ESTRUCTURAS E INGENIERÍA DE DETALLE

DE LAS REDES SECUNDARIAS Loc 33 452.49 14,932.17 33.00 14,932.17 13.00 5,882.37 20.00 9,049.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.00 14,932.17 100.00% 0.00 0.00 0.00% 33.00 14,932.17

SUB-TOTAL 1: 14,932.17 14,932.17 5,882.37 9,049.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,932.17 0.00 14,932.172.00 INSTALACIÓN DE POSTES DE CONCRETO

2.01 TRANSPORTE DE POSTE DE CAC 8 m/2000N DE ALMACEN A PUNTO DE IZAJ u 1439 45.43 65,373.77 1,439.00 65,373.77 0.00 120.00 5,451.60 400.00 18,172.00 50.00 2,271.50 164.00 7,450.52 120.00 5,451.60 210.00 9,540.30 345.00 15,673.35 0.00 0.00 1,409.00 64,010.87 97.92% -386.00 -17,535.98 -26.82% 1,023.00 46,474.89

2.02 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerad 956.90 36.50 34,926.85 956.90 34,926.85 0.00 33.25 1,213.63 33.25 1,213.63 287.00 10,475.50 29.00 1,058.50 51.00 1,861.50 150.00 5,475.00 350.00 12,775.00 0.00 0.00 933.50 34,072.75 97.55% -27.87 -1,017.26 -2.91% 905.63 33,055.50

2.03 EXCAVACIÓN EN TERRENO TIPO II (rocoso) 50.40 115.27 5,809.61 50.40 5,809.61 0.00 0.00 0.00 1.75 201.72 11.00 1,267.97 6.50 749.26 2.90 334.28 8.00 922.16 20.00 2,305.40 0.00 0.00 50.15 5,780.79 99.50% 0.25 28.82 0.50% 50.40 5,809.612.04 IZAJE, IDENTIFICACIÓN Y SEÑALIZACIÓN DE POSTE DE 8 m u 1439 45.01 64,769.39 1,439.00 64,769.39 0.00 50.00 2,250.50 50.00 2,250.50 205.00 9,227.05 270.00 12,152.70 260.00 11,702.60 210.00 9,452.10 364.00 16,383.64 0.00 0.00 1,409.00 63,419.09 97.92% -386.00 -17,373.86 -26.82% 1,023.00 46,045.23

2.05 RELLENO Y COMPACTACIÓN EN TERRENO TIPO I (arcillos 888.55 52.75 46,871.01 888.55 46,871.01 0.00 30.87 1,628.39 30.87 1,628.39 189.00 9,969.75 103.00 5,433.25 39.00 2,057.25 150.00 7,912.50 330.00 17,407.50 0.00 0.00 872.74 46,037.04 98.22% 15.81 833.98 1.78% 888.55 46,871.01

2.06 RELLENO Y COMPACTACIÓN EN TERRENO TIPO II (arenoso 49.68 52.42 2,604.23 49.68 2,604.23 0.00 0.00 0.00 1.21 63.43 10.57 554.08 8.00 419.36 2.50 131.05 8.00 419.36 17.00 891.14 0.00 0.00 47.28 2,478.42 95.17% 2.40 125.81 4.83% 49.68 2,604.23

SUB-TOTAL 2: 220,354.86 220,354.86 0.00 10,544.12 23,529.67 33,765.85 27,263.59 21,538.28 33,721.42 65,436.03 0.00 0.00 215,798.96 -34,938.49 180,860.473.00 INSTALACIÓN DE RETENIDAS

3.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerad 580.24 36.50 21,178.76 580.24 21,178.76 0.00 0.00 0.00 150.00 5,475.00 50.00 1,825.00 75.00 2,737.50 50.00 1,825.00 150.00 5,475.00 105.24 3,841.26 0.00 0.00 580.24 21,178.76 100.00% 0.00 0.00 0.00% 580.24 21,178.76

3.02 EXCAVACIÓN EN TERRENO TIPO II (rocoso) 147.58 115.27 17,011.55 147.58 17,011.55 0.00 0.00 0.00 41.00 4,726.07 10.00 1,152.70 20.00 2,305.40 20.00 2,305.40 40.00 4,610.80 16.58 1,911.18 0.00 0.00 147.58 17,011.55 100.00% 0.00 0.00 0.00% 147.58 17,011.553.03 RINSTALACIÓN DE RETENIDA INCLINADA u 631 54.18 34,187.58 631.00 34,187.58 0.00 0.00 0.00 0.00 0.00 0.00 120.00 6,501.60 150.00 8,127.00 250.00 13,545.00 111.00 6,013.98 0.00 0.00 631.00 34,187.58 100.00% 0.00 0.00 0.00% 631.00 34,187.583.04 RINSTALACIÓN DE RETENIDA VERTICAL u 20 39.90 798.00 20.00 798.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 319.20 4.00 159.60 5.00 199.50 3.00 119.70 0.00 0.00 20.00 798.00 100.00% 0.00 0.00 0.00% 20.00 798.00

3.05 RELLENO Y COMPACTACIÓN DE RETENIDA INCLINADA Y 727.80 40.07 29,162.95 727.80 29,162.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 410.00 16,428.70 220.00 8,815.40 97.80 3,918.85 0.00 0.00 727.80 29,162.95 100.00% 0.00 0.00 0.00% 727.80 29,162.95

SUB-TOTAL 3: 102,338.84 102,338.84 0.00 0.00 0.00 10,201.07 2,977.70 11,863.70 28,845.70 32,645.70 15,804.97 0.00 102,338.84 0.00 102,338.844.00 MONTAJE DE ARMADOS4.01 ARMADO TIPO E1, CON CAJA DE DERIVACIÓN PARA ACO u 25 19.22 480.50 25.00 480.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 96.10 15.00 288.30 0.00 0.00 20.00 384.40 80.00% 0.00 0.00% 20.00 384.404.02 ARMADO TIPO E1/S, SIN CAJA DE DERIVACIÓN PARA AC u 758 15.45 11,711.10 758.00 11,711.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 220.00 3,399.00 320.00 4,944.00 0.00 0.00 540.00 8,343.00 71.24% 200.00 3,090.00 26.39% 740.00 11,433.004.03 ARMADO TIPO E2, CON CAJA DE DERIVACIÓN PARA ACO u 21 21.16 444.36 21.00 444.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 105.80 16.00 338.56 0.00 21.00 444.36 100.00% 0.00 0.00 0.00% 21.00 444.364.04 ARMADO TIPO E2/S, SIN CAJA DE DERIVACIÓN PARA AC u 70 19.22 1,345.40 70.00 1,345.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 288.30 43.00 826.46 0.00 0.00 58.00 1,114.76 82.86% 10.00 192.20 14.29% 68.00 1,306.964.05 ARMADO TIPO E3, CON CAJA DE DERIVACIÓN PARA ACO u 65 19.74 1,283.10 65.00 1,283.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.00 296.10 50.00 987.00 0.00 65.00 1,283.10 100.00% 0.00 0.00 0.00% 65.00 1,283.104.06 ARMADO TIPO E3/S, SIN CAJA DE DERIVACIÓN PARA AC u 325 15.55 5,053.75 325.00 5,053.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.00 1,244.00 120.00 1,866.00 0.00 0.00 200.00 3,110.00 61.54% 123.00 1,912.65 37.85% 323.00 5,022.654.07 ARMADO TIPO E4, CON CAJA DE DERIVACIÓN PARA ACO u 10 21.16 211.60 10.00 211.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 42.32 8.00 169.28 0.00 10.00 211.60 100.00% 0.00 0.00 0.00% 10.00 211.604.08 ARMADO TIPO E4/S, SIN CAJA DE DERIVACIÓN PARA AC u 35 19.22 672.70 35.00 672.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 153.76 20.00 384.40 0.00 0.00 28.00 538.16 80.00% 7.00 134.54 20.00% 35.00 672.704.09 ARMADO TIPO E5, CON CAJA DE DERIVACIÓN PARA ACO u 5 27.21 136.05 5.00 136.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 54.42 3.00 81.63 0.00 0.00 5.00 136.05 100.00% 0.00 0.00 0.00% 5.00 136.054.10 ARMADO TIPO E5/S, SIN CAJA DE DERIVACIÓN PARA AC u 154 24.01 3,697.54 154.00 3,697.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 768.32 50.00 1,200.50 0.00 82.00 1,968.82 53.25% 69.00 1,656.69 44.81% 151.00 3,625.514.11 ARMADO TIPO E6, CON CAJA DE DERIVACIÓN PARA ACO u 14 33.47 468.58 14.00 468.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 133.88 8.00 267.76 0.00 12.00 401.64 85.71% 2.00 66.94 14.29% 14.00 468.584.12 ARMADO TIPO E6/S,SIN CAJA DE DERIVACIÓN PARA AC u 91 25.76 2,344.16 91.00 2,344.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.00 515.20 50.00 1,288.00 0.00 70.00 1,803.20 76.92% 21.00 540.96 23.08% 91.00 2,344.16

SUB-TOTAL 4: 27,848.84 27,848.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,097.20 12,641.89 0.00 19,739.09 7,593.98 27,333.075.00 MONTAJE DE CONDUCTORES AUTOPORTANTES

COMPRENDE TENDIDO Y PUESTA EN FLECHA DE :5.01 2CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X25+16/25 km 2.30 816.04 1,876.89 2.30 1,876.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.80 1,468.87 0.28 225.23 2.08 1,694.10 90.26% 0.22 182.79 9.74% 2.30 1,876.89

5.02 2CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16+16/25 km 16.69 658.02 10,982.35 16.69 10,982.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.30 7,435.63 4.17 2,745.59 15.47 10,181.21 92.71% 1.22 801.14 7.29% 16.69 10,982.35

5.03 2CONDUCTOR AUTOPORTANTE DE ALUMINIO 2X16/25 mm km 3.89 553.02 2,151.25 3.89 2,151.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.60 1,437.85 0.97 537.81 3.57 1,975.66 91.84% 0.32 175.58 8.16% 3.89 2,151.25

5.04 1CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16+16/25 km 23.19 553.02 12,824.53 23.19 12,824.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.30 7,908.19 5.80 3,206.13 20.10 11,114.32 86.66% 3.09 1,710.21 13.34% 23.19 12,824.53

5.05 1CONDUCTOR AUTOPORTANTE DE ALUMINIO 1X16/25 mm km 40.60 553.02 22,452.61 40.60 22,452.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25.60 14,157.31 10.15 5,613.15 35.75 19,770.47 88.05% 4.85 2,682.15 11.95% 40.60 22,452.61

SUB-TOTAL 5: 50,287.63 50,287.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,407.85 12,327.91 44,735.76 5,551.87 50,287.636.00 INSTALACIÓN DE PUESTA A TIERRA

6.01 EXCAVACIÓN EN TERRENO TIPO I (arcilloso y conglomerad 780.52 36.50 28,488.98 780.52 28,488.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312.21 11,395.59 468.31 17,093.39 780.52 28,488.98 100.00% 0.00 0.00 0.00% 780.52 28,488.98

6.02 P INSTALACION DE PUESTA A TIERRA TIPO PAT-1 u 494 32.48 16,045.12 494.00 16,045.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 6,496.00 294.00 9,549.12 494.00 16,045.12 100.00% 0.00 0.00 0.00% 494.00 16,045.12

6.03 RELLENO Y COMPACTACIÓN DE PUESTA A TIERRA TIPO PAT-1 CON 780.52 46.64 36,403.45 780.52 36,403.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312.21 14,561.38 468.31 21,842.07 780.52 36,403.45 100.00% 0.00 0.00 0.00% 780.52 36,403.45

SUB-TOTAL 6: 80,937.55 80,937.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 32,452.97 48,484.58 80,937.55 0.00 80,937.557.00 PASTORALES, LUMINARIAS Y LAMPARAS7.01 INSTALACIÓN DE PASTORAL DE A° G° u 209 20.55 4,294.95 209.00 4,294.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 4,110.00 200.00 4,110.00 95.69% 9.00 184.95 4.31% 209.00 4,294.957.02 INSTALACIÓN DE LUMINARIA Y LÁMPARA u 209 36.07 7,538.63 209.00 7,538.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 200.00 7,214.00 200.00 7,214.00 95.69% 9.00 324.63 4.31% 209.00 7,538.63

SUB-TOTAL 7: 11,833.58 11,833.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,324.00 11,324.00 509.58 11,833.588.00 CONEXIONES DOMICILIARIAS

INSTALACIÓN DE ACOMETIDA DOMICILIARIA, QUE CONPRENDE : CONEXIÓN DE ACOMETIDA

DOMICILIARIAS, MONTAJE DE MEDIDOR Y CONTRASTE DEL MEDIDOR.8.01 CONEXIÓN DE ACOMETIDAS DOMICILIARIAS, CONFIGUR u 931 32.57 30,322.67 931.00 30,322.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 931.00 30,322.67 931.00 30,322.67 100.00% -71.00 -2,312.47 -7.63% 860.00 28,010.20

8.02 CONEXIÓN DE ACOMETIDA DOMICILIARIAS, CONFIGURA u 541 43.90 23,749.90 541.00 23,749.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 541.00 23,749.90 541.00 23,749.90 100.00% -1.00 -43.90 -0.18% 540.00 23,706.00

8.03 MONTAJE DE MEDIDOR DE ENERGIA ACTIVA Y CAJA u 1472 22.11 32,545.92 1,472.00 32,545.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 1,400.00 30,954.00 95.11% 1,400.00 30,954.00

8.04 CONTRASTE DE MEDIDOR MONOFÁSICO DE ENERGÍA AC u 1472 30.00 44,160.00 1,472.00 44,160.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,400.00 42,000.00 1,400.00 42,000.00 95.11% 0.00 0.00 0.00% 1,400.00 42,000.00

SUB-TOTAL 8: 130,778.49 130,778.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 96,072.57 96,072.57 28,597.63 124,670.209.00 PRUEBAS Y PUESTA EN SERVICIO:9.01 PRUEBAS Y PUESTA EN SERVICIO Loc 33 479.05 15,808.65 33.00 15,808.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 33.00 15,808.65 100.00% 33.00 15,808.65

9.02 EXPEDIENTE TECNICO FINALES CONFORME A OBRA (1 ORIGINAL + 3 COPIAS) DE REDES 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00SECUNDARIAS, INCLUYE LA PRESENTACIÓN DIGITALIZADA DE L EXPEDIENT Glb 33 150.00 4,950.00 33.00 4,950.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00% 33.00 4,950.00 100.00% 33.00 4,950.00

SUB-TOTAL 9: 20,758.65 20,758.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20,758.65 20,758.65

TOTAL MONTAJE ELECTROMECÁNICO S/. 660,070.61 660,070.61 5,882.37 19,593.92 23,529.67 43,966.92 30,241.29 33,401.98 62,567.12 105,178.93 93,307.68 168,209.06 585,878.94 28,073.22 613,952.16

TRANSPORTE DE LOS SUMINISTROS DE MATERIALES 252,720.87 252,720.87 10108.00 30,330.00 22,000.00 90,000.00 20,000.00 10,000.00 37,908.13 32,374.74 252,720.87 0.00 252,720.87

COSTO DIRECTO 2,468,269.87 2,468,269.87 5,882.37 69,553.40 191,826.07 309,644.65 179,347.81 288,589.09 132,421.86 571,040.32 298,654.20 328,164.87 2,375,124.63 -197,176.17 2,177,948.470.00

GASTOS GENERALES 212069.14 212069.14 505.40 5,975.90 16,481.34 26,604.09 15,409.23 24,795.04 11,377.44 49,062.72 25,659.81 28,195.31 204,066.27 -16,941.01 187,125.26UTILIDADES (10%) 246,826.99 246,826.99 588.24 6,955.34 19,182.61 30,964.47 17,934.78 28,858.91 13,242.19 57,104.03 29,865.42 32,816.49 237,512.46 -19,717.62 217,794.84

0.00SUBTOTAL 2,927,166.00 2,927,166.00 6,976.01 82,484.64 227,490.02 367,213.21 212,691.82 342,243.04 157,041.49 677,207.07 354,179.43 389,176.67 2,816,703.36 -233,834.80 2,582,868.56

VALORIZACION BRUTA CON F.R. : 1.003788 2,938,255.43 2,938,255.43 7,002.44 82,797.13 228,351.86 368,604.38 213,497.59 343,539.61 157,636.43 679,772.64 355,521.22 390,651.05 2,827,374.31 96.23% -234,720.67 -7.99% 2,592,653.64

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ESTRUCTURA DE FINANCIAMIENTO DEL CONTRATO

( EN NUEVOS SOLES )



ITEM DESCRIPCION

FUENTE DE FINANCIAMIENTO

DGER/MEM ADINELSA

I CONTRATO 1.10 Suministro de Materiales 2174193 1.20 Montaje 953474

1.30 Transporte de Materiales 332,587.970

1.40 Gastos Generales 297,298.581

1.50 Utilidades 346,025.420

1.60 IGV (19%) 782,633.640

Sub Total 1 (1.10+…..+1.16) 4,901,758.05

2.00 Suministro DGER/MEM

Sub Total 2

TOTAL 4,901,758.05

PORCENTAJE 100.00%

OBRA: “AMPLIACIÓN Y CONSTRUCCIÓN DEL SISTEMA DE ELECTRIFICACIÓN RURAL, RED PRIMARIA Y RED SECUNDARIA - CENTROS POBLADOS DEL DISTRITO

DE SAN LUIS, PROVINCIA DE CARLOS FERMÍN FITZCARRALD - REGIÓN ANCASH

EMPRESA CONSECIONARIA

Documents

Calculo de Liquidacion y Anexos