Analisis Siste. Agua Potable

7/23/2019 Analisis Siste. Agua Potable

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TEMA DE AGUA POTABLE

Partida 02.01.01.01 LIMPIEZA DEL TERRENO

m2/DIA 100.0000Rendimiento Costo unitario directo por : m2 1.1346100.0000EQ.MO.

Unidad Cuadrilla Canidad Pr!"i# S/.C$di%# D!&"ri'"i$n R!"ur Par"ial S/.

Man# d! O(ra hh0147010004 1.0000 0.0800 1.1011!.7700PEO"1.101)

E*ui'#MO0!!7010001 !.0000 0.0!!01.101$ERR%M&E"'%( M%")%*E(

0.0++0

Partida 02.01.01.02 TRAZO , REPLANTEO PRELIMINAR

m2/DIA +00.0000Rendimiento Costo unitario directo por : m2 2.4747+00.0000EQ.MO.

Unidad Cuadrilla Canidad Pr!"i# S/.C$di%# D!&"ri'"i$n R!"ur Par"ial S/.Man# d! O(ra

hh01470000!2 1.0000 0.027 0.488118.2800'OPO+R%FO

hh0147010002 1.0000 0.027 0.488118.2800OPER%R&O

hh0147010004 !.0000 0.0800 1.1011!.7700PEO"

2.0--Ma!rial!&

,O*022-0!0002 0.00 0.08810.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.0200 0.08484.2400M%ER% 'OR"&**O

0.1+)E*ui'#&

#MO0!!7010001 !.0000 0.02!2.0778$ERR%M&E"'%( M%")%*E(

hm0!4-1-0001 1.0000 0.027 0.1810.7800'EOO*&'O

0.2++

Partida 02.01.02.01 ECAACIONES MASIAS MANUAL

m+/DIA +.000Rendimiento Costo unitario directo por : m! 32.4183+.000EQ.MO.

Unidad Cuadrilla Canidad Pr!"i# S/.C$di%# D!&"ri'"i$n R!"ur Par"ial S/.Man# d! O(rahh0147010004 1.0000 2.287 !1.47411!.7700PEO"

+1.-1E*ui'#&

#MO0!!7010001 !.0000 0.-442!1.4741$ERR%M&E"'%( M%")%*E(

0.32

Partida 02.01.02.02 ACARREO DE MATERIAL EEDENTE 4di&an"ia 'r#m!di# +0 m5

m+/DIA ).0000Rendimiento Costo unitario directo por : m! 19.2775).0000EQ.MO.


hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#MO0!!7010001 .0000 0.-18018.!-$ERR%M&E"'%( M%")%*E(

0.310

Partida 02.01.02.0+ RELLENO CON MATERIAL SELECCIONADO



hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

1.+3

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210100Presupuesto 6AMPLIACION , ME7ORAMIENTO DEL SISTEMA DE AGUA POTABLE E INSTALACION DEL SISTEMA DE ALCANTARILLADO ,LETRINAS EN LA LOCALIDAD DE 8UARAPA9 DISTRITO DE C8URUBAMBA : 8UANUCO ; 8U21>1+a.m.

E*ui'#&


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#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.01.02.0 ?ILTRO DE GRAA



hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

1.+3Ma!rial!&

m!020!0020 1.0!00 1!0.-81127.1700F&*'RO E +R%5% O C%(C%6O

1+0.31E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.01.0+.01 CONCRETO ? @"1- G/CM2

m+/DIA 1.0000Rendimiento Costo unitario directo por : m! 401.51451.0000EQ.MO.


hh0147010002 2.0000 1.07 1-.4--!18.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

.++Ma!rial!&

,O*0221000000 8.4!00 12.-20218.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.100 14.24127.1700$ORM&+O" E R&O

m!02!-00000 0.1840 0.78024.2400%+)%

233.33E*ui'#&

#MO0!!7010001 !.0000 2.78.88!!$ERR%M&E"'%( M%")%*E(

hm0!48010011 1.0000 0.!!! 11.!0021.1-00ME9C*%OR% E CO"CRE'O E - 11p!hm0!4-070004 0.000 0.27 1.8082.78005&,R%OR E CO"CRE'O 4 $P 2.40;

1.)+

Partida 02.01.0+.02 EMBOUILLADO DE PIEDRA MEDIANA



hh0147010002 1.0000 0.2000 !.018.2800OPER%R&O

hh0147010004 2.0000 0.4000 .0801!.7700PEO"

3.1)0

Ma!rial!&m!020000011 0.8400 8.4280101.7000P&ER% ME&%"% E ;

m!02001000 0.!00 4.7812127.1700%RE"% +R)E(% E R&O,O*0221000000 1.700 !0.-4818.1400CEME"'O POR'*%" '&PO & 42.+

1)2.1)0E*ui'#&

#MO0!!7010001 !.0000 0.274--.140$ERR%M&E"'%( M%")%*E(

0.2-3

Partida 02.01.0+.0+ ENCO?RADO , DESENCO?RADO NORMAL



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hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 0.000 0.27 !.721!.7700PEO"

21.02-Ma!rial!&


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4200 +R%O 0

+.00-E*ui'#&

#MO0!!7010001 !.0000 0.0!1!1.042-$ERR%M&E"'%( M%")%*E(

0.0+1+

Partida 02.01.0.01 TUBERIA PC SAP CLASE -.9 2

m/DIA 10.0000Rendimiento Costo unitario directo por : m 7.720510.0000EQ.MO.


hh0147010002 1.0000 0.0!! 0.-74!18.2800OPER%R&O

hh0147010004 1.0000 0.0!! 0.7!!-1!.7700PEO"

1.-02Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

m0272010012 1.0!00 .777.-00'),ER&% P5C (%P C*%(E 7.@ 2;

.3)11E*ui'#&

#MO0!!7010001 !.0000 0.0121.7082$ERR%M&E"'%( M%")%*E(0.012

Partida 02.01.0.02 TUBERIA PC SAP CLASE -. 9 1 1/2



hh0147010002 1.0000 0.0444 0.81118.2800OPER%R&O

hh0147010004 2.0000 0.088- 1.22421!.7700PEO"

2.0+Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

m027201001! 1.0!00 .074.-200'),ER&% P5C (%P C*%(E 7. @ 1 1A2;

.2-10E*ui'#&

#MO0!!7010001 .0000 0.10182.0!8$ERR%M&E"'%( M%")%*E(

0.101

Partida 02.01.0).01 SUMINISTRO , COLOCACION CODO PC SAP 2

und/DIA 1.0000Rendimiento Costo unitario directo por : und 17.32691.0000EQ.MO.


hh0147010002 1.0000 0.714 10.44218.2800OPER%R&O

10.2Ma!rial!&

3a?02!040011 0.0010 0.1017101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u02720001 1.0000 .7800.7800COO P5C (%P P%R% %+)% CO" RO(C% E 2; B -0).1-

Partida 02.01.0).02 SUMINISTRO , COLOCACION TEE PC SAP 2



hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

1.)20

Ma!rial!&u027207001 1.0000 2.4002.400'EE P5C (%P P%R% %+)% (&MP*E PRE(&O" E 2;

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2.00

Partida 02.01.0).0+ SUMINISTRO , COLOCACION CONO DE REBOSE F 2



hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

hh0147010004 1.0000 0.8000 11.0101!.7700PEO"

2.)00Ma!rial!&

3a?02!040011 0.0010 0.1017101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40008 1.0000 21.180021.1800CO"O E RE,O(E P5C (%P 4;D2;

21.21-E*ui'#&

#MO0!!7010001 !.0000 0.7-22.400$ERR%M&E"'%( M%")%*E(

0.-)32

Partida 02.01.0).0 SUMINISTRO , COLOCACION DE CANASTILLA DE BRONCE 1 1/2

und/DIA .0000Rendimiento Costo unitario directo por : und 123.8213.0000EQ.MO.


hh0147010002 0.000 0.000 -.140018.2800OPER%R&O

hh0147010004 1.0000 1.0000 1!.77001!.7700PEO"

22.3100Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und022-07008- 1.0000 8-.00008-.0000C%"%('&**% E ,RO"CE E 1 1A2;

u02720!0010 1.0000 11.020011.0200)"&O" P5C (%P P%R% %+)% (&MP*E PRE(&O" E 1 1A2;

100.220E*ui'#&

#MO0!!7010001 !.0000 0.87!22.-100$ERR%M&E"'%( M%")%*E(

0.)-+

Partida 02.01.0).0 SUMINISTRO , COLOC. ALULA DE COMPUERTA BRONCE 2

und/DIA ).0000Rendimiento Costo unitario directo por : und 210.1282).0000EQ.MO.


hh0147010002 1.0000 1.!!!! 24.!72718.2800OPER%R&O

hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

2.-+22Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und020001 2.0000 0.0000!0.0000)"&O" )"&5ER(%* E Fo. +%*5. E 2;

pa024001 2.0000 18.400-.!200"&P*E E F +%*5. E 2; B 1 1A2;

u0272!10001 2.0000 1.24007.200%%P'%OR P5C (%P 2;u0277000007 1.0000 72.0!0072.0!005%*5)*% COMP)ER'% E ,RO"CE E 2;

1)).110E*ui'#&

#MO0!!7010001 !.0000 1.282042.7!22$ERR%M&E"'%( M%")%*E(

1.220

Partida 02.01.0).0) SUMINISTRO , COLOC. ALULA DE COMPUERTA DE BRONCE 1 1/2

und/DIA ).0000Rendimiento Costo unitario directo por : und 272.1728).0000EQ.MO.


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hh0147010002 1.0000 1.!!!! 24.!72718.2800OPER%R&O

hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

2.-+22Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

u020001 2.0000 10.00007.0000)"&O" )"&5ER(%* E F&ERRO +%*5%"&9%O E 1 1A2;pa0240011 2.0000 18.400-.!200"&P*E E F +%*5. E 1 1A2; B 1 1A2;

u0272!10002 2.0000 11.800.-!00%%P'%OR P5C (%P 1 1A2;

u027700000 1.0000 4.0004.0005%*5)*% COMP)ER'% E ,RO"CE E 1 1A2;

22-.+00E*ui'#&

#MO0!!7010001 .0000 2.1!42.7!22$ERR%M&E"'%( M%")%*E(

2.1+))

Partida 02.01.0).0- SUMINISTRO E INSTALACION DE TAPON 8EMBRA PER?ORADO PC F 2

und/DIA +0.0000Rendimiento Costo unitario directo por : und 9.2725+0.0000EQ.MO.


hh0147010002 1.0000 0.27 4.87!18.2800OPER%R&O.-+

Ma!rial!&3a?02!040011 0.000 0.00-101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u02720400!7 1.0000 4.20004.2000'%PO" $EM,R% P5C (%P P%R% %+)% (&MP*E PRE(&O" E 2;

.203E*ui'#&

#MO0!!7010001 !.0000 0.14!4.87!$ERR%M&E"'%( M%")%*E(

0.1)+

Partida 02.01.0).0 7UNTA ATER STOP )



Man# d! O(rahh0147010002 1.0000 0.100 2.-24818.2800OPER%R&O

2.32Ma!rial!&

m021080001 1.000 20.02!1-.07006)"'% %'ER ('OP ;

20.02+

Partida 02.01.0).03 SELLO 8IDR29 E 2 CM

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hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 1.0000 0.4444 .11-41!.7700PEO" 1.2+0Ma!rial!&


8/89


E*ui'#MO0!!7010001 !.0000 1.282042.7!22$ERR%M&E"'%( M%")%*E(

1.220

Partida 02.01.03.02 TAPA METALICA ESTRIADA DE 1.20m F 1.20m F 1/1)



hh0147010002 1.0000 2.0000 !.0018.2800OPER%R&O

hh0147010004 1.0000 2.0000 27.4001!.7700PEO"

).1000Ma!rial!&

m!02001000 0.1000 12.7170127.1700%RE"% +R)E(% E R&O

,O*0221000000 0.2000 !.28018.1400CEME"'O POR'*%" '&PO & 42.+

und02214000 1.0000 2.42002.4200C%"%O 4 MM.

pa020000! 1.0000 18!.240018!.2400'%P% ME'%*&C% E('R&%% 1.20m D1.20m D1A1; &"C M%RCO

22.000E*ui'#&

#MO0!!7010001 !.0000 1.-2!04.1000$ERR%M&E"'%( M%")%*E(1.32+0

Partida 02.01.10.01.01 LIMPIEZA DE TERRENO MANUAL



hh0147010004 1.0000 0.07 0.-181!.7700PEO"

0.31E*ui'#&

#MO0!!7010001 .0000 0.04-0.-18$ERR%M&E"'%( M%")%*E(

0.03

Partida 02.01.10.01.02 TRAZO9 NIELES , REPLANTEO



hh0147010002 1.0000 0.027 0.488118.2800OPER%R&O

hh0147010004 !.0000 0.0800 1.1011!.7700PEO"

1.3-Ma!rial!&

,O*022-0!0002 0.000 0.2-10.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.0200 0.08484.2400M%ER% 'OR"&**O

0.)1+E*ui'#&

#MO0!!7010001 !.0000 0.04771.8-7$ERR%M&E"'%( M%")%*E(

0.0--

Partida 02.01.10.02.01 ECAACIONES DE ZAN7AS PARA CIMIENTOS

m+/DIA .0000Rendimiento Costo unitario directo por : m! 28.3662.0000EQ.MO.


hh0147010004 1.0000 2.0000 27.4001!.7700PEO"

2-.00E*ui'#&

#MO0!!7010001 !.0000 0.82227.400$ERR%M&E"'%( M%")%*E(

0.2)2

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Partida 02.01.10.02.02 ELIMINACION MATERIAL ECEDENTE EN CARRETILLA 40 m5

m+/DIA +0.0000Rendimiento Costo unitario directo por : m! 18.9103+0.0000EQ.MO.


Man# d! O(ra hh0147010004 .0000 1.!!!! 18.!-1!.7700PEO"1.+3

E*ui'#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.01.10.0+.01 DADOS DE CONCRETO ?@C10 G/CM2



hh014701000! 2.0000 1.07 1.2414.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

-.01-0Ma!rial!&

,O*0221000000 .000 101.84018.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.1000 1!-.8870127.1700$ORM&+O" E R&O

m!02!-00000 0.1840 0.78024.2400%+)%

22.212E*ui'#&

#MO0!!7010001 !.0000 2.22074.0170$ERR%M&E"'%( M%")%*E(

2.220

Partida 02.01.10.0.01 MALLA OLIMPICA DE ALAMBRE N10 C/TUBO DE D2 , ANGULOS DE 2F2F1/



Man# d! O(ra hh0147010002 1.0000 0.7 12.187!18.2800OPER%R&Ohh014701000! 1.0000 0.7 -.4014.!100OF&C&%*

hh0147010004 2.0000 1.!!!! 18.!-1!.7700PEO"

0.0-+

Ma!rial!&


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hHa02!-02000 0.400 0.711.2700*&6% P%R% E*EME"'O( ME'%*&CO(

m0210401!1 1.000 !.!28!.1700P*%'&"% E F&ERRO 1A8;B2;

pa0212000!2 0.400 -.!0021.4000%"+)*O 2;D2;D 1A8;D.4m

m0200008 1.000 22.2!-021.1800'),O F&ERRO +%*5%"&9%O E 2;

-.-0

E*ui'#MO0!!7010001 !.0000 7.82120.7200$ERR%M&E"'%( M%")%*E(

hm0!4820002 1.0000 8.0000 101.80012.7100M%Q)&"% (O*%OR%

103.01)

Partida 02.02.01.01.01 TRAZO9 NIELACION , REPLANTEO



hh01470000!2 1.0000 0.010 0.2-218.2800'OPO+R%FO

hh0147010002 1.0000 0.010 0.2-218.2800OPER%R&O

hh0147010004 !.0000 0.0480 0.101!.7700PEO"

1.2)0

Ma!rial!&,O*022-0!0002 0.0400 0.42!10.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.2200 0.-!284.2400M%ER% 'OR"&**O

1.+)E*ui'#&

#MO0!!7010001 !.0000 0.0!741.240$ERR%M&E"'%( M%")%*E(

hm0!!740001 1.0000 0.010 0.07204.000M&R%( / 6%*O"E(

hm0!4-1-0001 1.0000 0.010 0.108.7800'EOO*&'O

hm0!4-8-0001 1.0000 0.010 0.081!.0800"&5E* 'OPO+R%F&CO

0.2332

Partida 02.02.01.01.02 ROCE , DESBROCE 4+ m. a "ada lad# d!l !J!5



hh0147010004 !.0000 0.0480 0.101!.7700PEO"

0.))10

E*ui'#MO0!!7010001 !.0000 0.01-80.10$ERR%M&E"'%( M%")%*E(

0.013

Partida 02.02.01.01.0+ TRAZO9 NIELACIKN , REPLANTEO DURANTE LA E7ECUCIKN DE LA OBRA



hh01470000!2 1.0000 0.010 0.2-218.2800'OPO+R%FO

hh0147010002 1.0000 0.010 0.2-218.2800OPER%R&O

hh0147010004 !.0000 0.0480 0.101!.7700PEO"

1.2)0Ma!rial!&

,O*022-0!0002 0.010 0.18-10.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.0220 0.0-!!4.2400M%ER% 'OR"&**O

0.222E*ui'#&

#MO0!!7010001 !.0000 0.0!741.240$ERR%M&E"'%( M%")%*E(

hm0!!740001 1.0000 0.010 0.07204.000M&R%( / 6%*O"E(

hm0!4-1-0001 1.0000 0.010 0.108.7800'EOO*&'O

hm0!4-8-0001 1.0000 0.010 0.081!.0800"&5E* 'OPO+R%F&CO

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0.2332

Partida 02.02.01.02.01 ECAACION MANUAL DE ZAN7AS/ML9 80.F0.m

m/DIA .0000Rendimiento Costo unitario directo por : m 10.3153.0000EQ.MO.


hh0147010004 .0000 0.727! 10.014-1!.7700PEO"

10.013E*ui'#&

#MO0!!7010001 !.0000 0.!00410.014-$ERR%M&E"'%( M%")%*E(

0.+00

Partida 02.02.01.02.02 RE?INE9 NIELACION DE ?ONDOS PARA TUBERIA DE AGUA



hh0147010002 0.000 0.0!!! 0.08718.2800OPER%R&O

hh0147010004 1.0000 0.07 0.-181!.7700PEO"

1.2-2E*ui'#&

#MO0!!7010001 !.0000 0.0481.272$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.02.01.02.0+ PREPARACIKN DE CAMA DE APO,O CON MATERIAL PROPIO



hh0147010002 0.000 0.0400 0.7!1218.2800OPER%R&O

hh0147010004 1.0000 0.0800 1.1011!.7700PEO"

1.+2E*ui'#&

#MO0!!7010001 !.0000 0.001.8!28$ERR%M&E"'%( M%")%*E(

0.00




hh0147010004 .0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.02.01.02.0 RELLENO , COMPACTACIKN DE ZAN7A C/MAT. PROPIO. 8ASTA 80.0 M



hh0147010004 4.0000 0.!810 .2441!.7700PEO"

.2)E*ui'#&

#MO0!!7010001 !.0000 0.174.244$ERR%M&E"'%( M%")%*E(

hm0!4-0!0001 1.0000 0.0-2 1.210012.7100COMP%C'%OR 5&,R%'OR&O '&PO P*%"C$% 4 $P

1.+)-

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Partida 02.02.01.0+.01.01 SUMINISTRO E INSTALACION TUBERIA PC NTP ISO +33.0029 CLASE 109 1 1/2



hh0147010002 1.0000 0.0400 0.7!1218.2800OPER%R&O

hh0147010004 2.0000 0.0800 1.1011!.7700PEO"

1.+2Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

m027201001 1.0200 4.714.800'),ER&% P5C (%P C*%(E 10@ 1 1A2;

.-0E*ui'#&

#MO0!!7010001 !.0000 0.001.8!28$ERR%M&E"'%( M%")%*E(

0.00

Partida 02.02.01.0+.02.01 SUMINISTRO , COLOCACION DE CODO PC F 1 1/2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

.12+)Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!012- 1.0000 .7800.7800COO P5C (%P 1 1A2; B 4

-.01

Partida 02.02.01.0+.02.02 SUMINISTRO , COLOCACION DE CODO PC 22.F 1 1/2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

.12+)

Ma!rial!&3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!012 1.0000 .7800.7800COO P5C (%P 1 1A2; D 22.

-.01

Partida 02.02.01.0+.02.0+ SUMINISTRO , COLOCACION DE CODO PC 11.2F 1 1/2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

.12+)Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!012 1.0000 .7800.7800COO P5C (%P 1 1A2; D 11.2

-.01

Partida 02.02.01.0+.02.0 DOBLE PRUEBA 8IDRAULICA TUBERIAS PC AGUA



hh0147010002 1.0000 0.0200 0.!18.2800OPER%R&O

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hh0147010004 1.0000 0.0200 0.2741!.7700PEO"

0.)10E*ui'#&

#MO0!!7010001 !.0000 0.01-20.410$ERR%M&E"'%( M%")%*E(

hm0!4800004 1.0000 0.0200 0.!0001.0000,OM,% P%R% PR)E,%( $&R%)*&C%(

hm0!48!!00-1 1.0000 0.0200 0.!0001.0000,%*E E PR)E,% '),ER&%0.)132

Partida 02.02.02.01.01 LIMPIEZA DE TERRENO MANUAL



hh0147010004 1.0000 0.027 0.!771!.7700PEO"

0.+)--E*ui'#&

#MO0!!7010001 !.0000 0.01100.!77$ERR%M&E"'%( M%")%*E(

0.0110

Partida 02.02.02.01.02 TRAZO9 NIELES , REPLANTEO



hh0147010002 1.0000 0.027 0.488118.2800OPER%R&O

hh0147010004 !.0000 0.0800 1.1011!.7700PEO"

1.3-Ma!rial!&

,O*022-0!0002 0.000 0.2-10.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.0200 0.08484.2400M%ER% 'OR"&**O

0.)1+E*ui'#&

#MO0!!7010001 !.0000 0.04771.8-7$ERR%M&E"'%( M%")%*E(

0.0--

Partida 02.02.02.02.01 CORTE , NIELACIKN EN TERRENO NORMAL



hh0147010004 1.0000 2.287 !1.47411!.7700PEO"

+1.-1E*ui'#&

#MO0!!7010001 !.0000 0.-442!1.4741$ERR%M&E"'%( M%")%*E(

0.32

Partida 02.02.02.02.02 RELLENO CON MATERIAL PROPIO SELECCIONADO



hh0147010002 1.0000 1.0000 18.280018.2800OPER%R&O

hh0147010004 1.0000 1.0000 1!.77001!.7700PEO"

+2.000Ma!rial!&

m!02!-00000 0.000 0.21204.2400%+)%

0.2120

E*ui'#MO0!!7010001 2.0000 0.410!2.000$ERR%M&E"'%( M%")%*E(

P3ina :(10 1



14/89


hm0!4-0!0001 1.0000 1.0000 12.710012.7100COMP%C'%OR 5&,R%'OR&O '&PO P*%"C$% 4 $P

1+.+10

Partida 02.02.02.02.0+ ELIMINACION MATERIAL ECEDENTE EN CARRETILLA 40 m5



hh0147010004 !.0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.02.02.0+.01 CONCRETO ?@"1- G/CM2



hh0147010002 2.0000 1.07 1-.4--!18.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

.++Ma!rial!&

,O*0221000000 8.4!00 12.-20218.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.100 14.24127.1700$ORM&+O" E R&O

m!02!-00000 0.1840 0.78024.2400%+)%

233.33E*ui'#&

#MO0!!7010001 !.0000 2.78.88!!$ERR%M&E"'%( M%")%*E(

hm0!48010011 1.0000 0.!!! 11.!0021.1-00ME9C*%OR% E CO"CRE'O E - 11p!

hm0!4-070004 0.000 0.27 1.8082.78005&,R%OR E CO"CRE'O 4 $P 2.40;

1.)+

Partida 02.02.02.0+.02 EMBOUILLADO DE PIEDRA MEDIANA



hh0147010002 1.0000 0.2000 !.018.2800OPER%R&O

hh0147010004 2.0000 0.4000 .0801!.7700PEO"

3.1)0Ma!rial!&

m!020000011 0.8400 8.4280101.7000P&ER% ME&%"% E ;

m!02001000 0.!00 4.7812127.1700%RE"% +R)E(% E R&O

,O*0221000000 1.700 !0.-4818.1400CEME"'O POR'*%" '&PO & 42.+

1)2.1)0

E*ui'#MO0!!7010001 !.0000 0.274--.140$ERR%M&E"'%( M%")%*E(

0.2-3

Partida 02.02.02.0+.0+ ENCO?RADO , DESENCO?RADO NORMAL



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 0.000 0.27 !.721!.7700PEO"

P3ina :(10 1



15/89


21.02-Ma!rial!&


16/89


#MO0!!7010001 !.0000 0.0!1!1.042-$ERR%M&E"'%( M%")%*E(

0.0+1+

Partida 02.02.02.0.01 TARRA7EO EN ETERIORES



hh0147010002 1.0000 0.4000 7.!12018.2800OPER%R&O

hh0147010004 0.000 0.2000 2.7401!.7700PEO"

10.0))0Ma!rial!&

1+a.m.


17/89



hh0147010002 1.0000 0.0!! 0.-74!18.2800OPER%R&O

hh0147010004 2.0000 0.107 1.4-!1!.7700PEO"

2.+)Ma!rial!&3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!4007! 0.2100 .-42!!.000'),ER&% P5C (%P C10 I>1 1A2;

-.1)0E*ui'#&

#MO0!!7010001 !.0000 0.07!!2.44!$ERR%M&E"'%( M%")%*E(

0.0-++

Partida 02.02.02.0-.02 TUBERIA PC SAP N.T.P. +33.002 9 29 C:10



hh0147010002 1.0000 0.0!! 0.-74!18.2800OPER%R&Ohh0147010004 2.0000 0.107 1.4-!1!.7700PEO"

2.+)Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und027!01007 0.2100 .!000!0.0000'),ER&% P5C (%P 2; C 10

).0+E*ui'#&

#MO0!!7010001 !.0000 0.07!!2.44!$ERR%M&E"'%( M%")%*E(

0.0-++

Partida 02.02.02.0-.0+ TUBERIA DE PC SAL 1 1/2


Unidad Cuadrilla Canidad Pr!"i# S/.C$di%# D!&"ri'"i$n R!"ur Par"ial S/.Man# d! O(rahh0147010002 1.0000 0.0!! 0.-74!18.2800OPER%R&O

hh0147010004 2.0000 0.107 1.4-!1!.7700PEO"

2.+)Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u02721!0000 0.!00 8.1-002!.4000'),ER&% P5C (%* P%R% E(%+)E E 1 1A2; B ! m

.31E*ui'#&

#MO0!!7010001 !.0000 0.07!!2.44!$ERR%M&E"'%( M%")%*E(

0.0-++

Partida 02.02.02.0-.0 SUMINISTRO E INSTALACION CONO DE REBOSE 2F+



hh0147010002 1.0000 0.4000 7.!12018.2800OPER%R&O

-.+120Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40077 1.0000 1.2001.200CO"O E RE,O(E P5C (%P !;D2;

1.+

Partida 02.02.02.0-.0 SUMINISTRO E INSTALACION CANASTILLA DE BRONCE 2

P3ina :(10 1



18/89




hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

hh0147010004 0.000 0.4000 .0801!.7700PEO" 20.1+20Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und022-0700-0 1.0000 12-.7!0012-.7!00C%"%('&**% E ,RO"CE E 2;

123.3+0

Partida 02.02.02.0-.0) SUMINISTRO , COLOCACION DE CODO PC 30F 1 1/2

u/DIA 1.0000Rendimiento Costo unitario directo por : u 18.6039110.0000EQ.MO.


hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!0124 1.0000 .7800.7800COO P5C (%P 1 1A2; B -0

-.01E*ui'#&

#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.02.02.0-.0- SUMINISTRO , COLOCACION DE CODO PC 30 F 2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&Ohh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!00!4 1.0000 7.!007.!00COO P5C (%P 2; B -0

-.3+1E*ui'#&

#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.02.02.0-.0 SUMINISTRO E INSTALACION DE TAPON 8EMBRA PER?ORADO PC F 2


Unidad Cuadrilla Canidad Pr!"i# S/.C$di%# D!&"ri'"i$n R!"ur Par"ial S/.Man# d! O(rahh0147010002 1.0000 0.27 4.87!18.2800OPER%R&O

.-+Ma!rial!&

3a?02!040011 0.000 0.00-101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u02720400!7 1.0000 4.20004.2000'%PO" $EM,R% P5C (%P P%R% %+)% (&MP*E PRE(&O" E 2;

.203E*ui'#&

#MO0!!7010001 !.0000 0.14!4.87!$ERR%M&E"'%( M%")%*E(

0.1)+

Partida 02.02.02.0-.03 SUMINISTRO E INSTALACION DE TAPON 8EMBRA PER?ORADO PC F 1 1/2

P3ina :(10 1



19/89




hh0147010002 1.0000 0.27 4.87!18.2800OPER%R&O

.-+Ma!rial!&

3a?02!040011 0.000 0.00-101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u02720400! 1.0000 2.2002.200'%PO" $EM,R% P5C (%P P%R% %+)% (&MP*E PRE(&O" E 1

1A2;

2.+003E*ui'#&

#MO0!!7010001 !.0000 0.14!4.87!$ERR%M&E"'%( M%")%*E(

0.1)+

Partida 02.02.02.0-.10 TAPA METALICA ESTRIADA DE 0.)0m F 0.)0m F 1/1)

und/DIA ).0000Rendimiento Costo unitario directo por : und 191.7092.0000EQ.MO.

Unidad Cuadrilla Canidad Pr!"i# S/.C$di%# D!&"ri'"i$n R!"ur Par"ial S/.Man# d! O(rahh0147010002 1.0000 1.!!!! 24.!72718.2800OPER%R&O

hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

2.-+22Ma!rial!&

m!02001000 0.1000 12.7170127.1700%RE"% +R)E(% E R&O

,O*0221000000 0.2000 !.28018.1400CEME"'O POR'*%" '&PO & 42.+

und02214000 1.0000 2.42002.4200C%"%O 4 MM.

pa020000! 1.0000 10.-!0010.-!00'%P% ME'%*&C% E('R&%% 0.0m D 0.0m D 1A1; &"C M%RCO

1-.)30E*ui'#&

#MO0!!7010001 !.0000 1.282042.7!22$ERR%M&E"'%( M%")%*E(

1.220

Partida 02.02.0+.01.01 TRAZO , REPLANTEO EN TERRENO NORMAL CON EUIPO



hh01470000!2 1.0000 0.010 0.2-218.2800'OPO+R%FO

hh0147010004 !.0000 0.0480 0.101!.7700PEO"

0.3+Ma!rial!&

,O*022-0!0002 0.000 0.2-10.-00/E(O E" ,O*(%( E 2 +.

oJ?02!-10011 0.1000 0.00800.0800CORE*

0.+-E*ui'#&

u0!!740014 1.0000 .7800.7800M&R%( P*E+%,*E( E 1 m

hm0!4-1-0001 1.0000 0.010 0.108.7800'EOO*&'Ohm0!4-8-0001 1.0000 0.010 0.081!.0800"&5E* 'OPO+R%F&CO

).3)3

Partida 02.02.0+.02.01 CORTE , NIELACIKN EN TERRENO NORMAL



hh0147010004 1.0000 2.287 !1.47411!.7700PEO"

+1.-1E*ui'#&

P3ina :(10 1



20/89


#MO0!!7010001 !.0000 0.-442!1.4741$ERR%M&E"'%( M%")%*E(

0.32

Partida 02.02.0+.02.02 ELIMINACION MATERIAL ECEDENTE EN CARRETILLA 40 m5



hh0147010004 !.0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.02.0+.02.0+ RELLENO CON MATERIAL PROPIO SELECCIONADO



hh0147010002 1.0000 1.0000 18.280018.2800OPER%R&O

hh0147010004 1.0000 1.0000 1!.77001!.7700PEO"

+2.000Ma!rial!&

m!02!-00000 0.000 0.21204.2400%+)%

0.2120E*ui'#&

#MO0!!7010001 2.0000 0.410!2.000$ERR%M&E"'%( M%")%*E(

hm0!4-0!0001 1.0000 1.0000 12.710012.7100COMP%C'%OR 5&,R%'OR&O '&PO P*%"C$% 4 $P

1+.+10

Partida 02.02.0+.0+.01 CONCRETO ?@"1- G/CM2



hh0147010002 2.0000 1.07 1-.4--!18.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

.++Ma!rial!&

,O*0221000000 8.4!00 12.-20218.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.100 14.24127.1700$ORM&+O" E R&O

m!02!-00000 0.1840 0.78024.2400%+)%

233.33E*ui'#&

#MO0!!7010001 !.0000 2.78.88!!$ERR%M&E"'%( M%")%*E(


hm0!4-070004 0.000 0.27 1.8082.78005&,R%OR E CO"CRE'O 4 $P 2.40;1.)+

Partida 02.02.0+.0+.02 ENCO?RADO , DESENCO?RADO NORMAL



hh0147010002 1.0000 0.7 12.187!18.2800OPER%R&O

hh014701000! 1.0000 0.7 -.4014.!100OF&C&%*

21.-2-Ma!rial!&

P3ina :(10 1



21/89



22/89


#MO0!!7010001 !.0000 0.1821.7278$ERR%M&E"'%( M%")%*E(

0.)1

Partida 02.02.0+.0.0+ ACERO 200 %/"m2 GRADO )0

%/DIA 20.0000Rendimiento Costo unitario directo por :


23/89




hh0147010002 1.0000 0.27 4.87!18.2800OPER%R&O

hh0147010004 0.000 0.1!!! 1.8!1!.7700PEO"

).-10Ma!rial!&


24/89


2.+0-Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!4007! 0.2100 .-42!!.000'),ER&% P5C (%P C10 I>1 1A2;

.3-))

E*ui'#MO0!!7010001 !.0000 0.0-22.!078$ERR%M&E"'%( M%")%*E(

0.0)32

Partida 02.02.0+.0.02 TUBERIA PC SAP N.T.P. +33.002 + C : 10



hh0147010001 0.1000 0.007 0.1!4020.0000C%P%'%9

hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.0000 0.07 0.-414.!100OF&C&%*

2.+0-Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'und027!0100- 0.2100 -.00-042.-000'),ER&% P5C (%P !; C 10

11.0+0E*ui'#&

#MO0!!7010001 !.0000 0.0-22.!078$ERR%M&E"'%( M%")%*E(

0.0)32

Partida 02.02.0+.0.0+ SUMINISTRO E INSTALACION CONO DE REBOSE +



hh0147010001 0.1000 0.0!! 1.0020.0000C%P%'%9

hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

hh0147010004 0.000 0.27 !.721!.7700PEO"1.-2

Ma!rial!&und02028000! 1.0000 1.2001.200CO"O E RE,O(E P5C (%P !;

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

1.1E*ui'#&

#MO0!!7010001 !.0000 0.4!414.4872$ERR%M&E"'%( M%")%*E(

0.+)

Partida 02.02.0+.0.0 SUMINISTRO E INSTALACION CANASTILLA DE BRONCE 1 1/2



Man# d! O(rahh0147010002 1.0000 0.7 12.187!18.2800OPER%R&O

hh0147010004 0.000 0.!!!! 4.8-1!.7700PEO"

1).--)Ma!rial!&

r??022-00001 0.100 0.1!01.0200C&"'% 'EF*O"

und022-07008- 1.0000 8-.00008-.0000C%"%('&**% E ,RO"CE E 1 1A2;

3.1+0E*ui'#&

#MO0!!7010001 2.0000 0.!!1.778$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.02.0+.0.0 SUMINISTRO E INSTALACION DE CODO PC 30F 1 1/2

P3ina :(10 1



25/89




hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

3.--Ma!rial!&

pa0272!0124 1.0000 .7800.7800COO P5C (%P 1 1A2; B -0

).-00

Partida 02.02.0+.0.0) SUMINISTRO E INSTALACION DE CODO PC SAP 30F +



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

3.--Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!0071 1.0000 8.1008.100COO P5C (%P !; B -0

.++

Partida 02.02.0+.0.0- SUMINISTRO E INSTALACION DE TAPON 8EMBRA PER?ORADO PC F +



hh0147010002 1.0000 0.27 4.87!18.2800OPER%R&O

.-+Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u02720400!- 1.0000 4.!004.!00'%PO" $EM,R% P5C (%P P%R% %+)% (&MP*E PRE(&O" E !;

.++Partida 02.02.0+.03.01 GRAA PARA ?ONDO DE CAMARA



hh0147010001 0.1000 0.027 0.!4020.0000C%P%'%9

hh014701000! 0.000 0.1!!! 1.-0714.!100OF&C&%*

hh0147010004 1.0000 0.27 !.721!.7700PEO"

).110Ma!rial!&

m!020!001- 1.1000 1!-.8870127.1700+R%5% E 1; a 1A2;

1+3.-0

E*ui'#& #MO0!!7010001 !.0000 0.18!4.1140$ERR%M&E"'%( M%")%*E(0.1+

Partida 02.02.0.01.01 TRAZO , REPLANTEO EN TERRENO NORMAL CON EUIPO



hh01470000!2 1.0000 0.010 0.2-218.2800'OPO+R%FO

hh0147010004 2.0000 0.0!20 0.4401!.7700PEO"

0.-++1Ma!rial!&

P3ina :(10 1



26/89


,O*022-0!0002 0.200 .0810.-00/E(O E" ,O*(%( E 2 +.

oJ?02!-10011 1.0000 0.08000.0800CORE*

.)E*ui'#&

u0!!740014 1.0000 .7800.7800M&R%( P*E+%,*E( E 1 m

hm0!4-1-0001 1.0000 0.010 0.108.7800'EOO*&'Ohm0!4-8-0001 1.0000 0.010 0.081!.0800"&5E* 'OPO+R%F&CO

).3)3

Partida 02.02.0.02.01 CORTE , NIELACIKN EN TERRENO NORMAL



hh0147010004 1.0000 2.287 !1.47411!.7700PEO"

+1.-1E*ui'#&

#MO0!!7010001 !.0000 0.-442!1.4741$ERR%M&E"'%( M%")%*E(

0.32

Partida 02.02.0.02.02 NIELACION INTERIOR APISONADO MANUAL



hh0147010001 0.1000 0.007 0.1!4020.0000C%P%'%9

hh0147010004 1.0000 0.07 0.-181!.7700PEO"

1.02Ma!rial!&

p2024!1002 0.0!00 0.12724.2400RE+*% E M%ER%

0.12-2E*ui'#&

#MO0!!7010001 !.0000 0.0!11.02$ERR%M&E"'%( M%")%*E(

0.0+1)

Partida 02.02.0.02.0+ ELIMINACION MATERIAL ECEDENTE EN CARRETILLA 40 m5



hh0147010004 .0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.02.0.0+.01 CONCRETO ?@"1- G/CM2



hh0147010002 2.0000 1.07 1-.4--!18.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

.++Ma!rial!&

,O*0221000000 8.4!00 12.-20218.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.100 14.24127.1700$ORM&+O" E R&O

m!02!-00000 0.1840 0.78024.2400%+)%

P3ina :(10 1



27/89


233.33E*ui'#&

#MO0!!7010001 !.0000 2.78.88!!$ERR%M&E"'%( M%")%*E(


hm0!4-070004 0.000 0.27 1.8082.78005&,R%OR E CO"CRE'O 4 $P 2.40;

1.)+

Partida 02.02.0.0+.02 ENCO?RADO , DESENCO?RADO NORMAL



hh0147010001 0.1000 0.0!! 1.0020.0000C%P%'%9

hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 0.000 0.27 !.721!.7700PEO"

22.11-Ma!rial!&

A 1>2 E2.00 CM. C/ ADITIO



hh0147010001 0.1000 0.0400 0.800020.0000C%P%'%9

hh0147010002 1.0000 0.4000 7.!12018.2800OPER%R&O

hh0147010004 0.000 0.2000 2.7401!.7700PEO"

10.))0Ma!rial!&

A 1>2 E2.00 CM.

P3ina :(10 1



28/89




hh0147010001 0.1000 0.0!20 0.40020.0000C%P%'%9

hh0147010002 1.0000 0.!200 .84-18.2800OPER%R&Ohh0147010004 0.000 0.100 2.20!21!.7700PEO"

.)32Ma!rial!&


29/89


-.01E*ui'#&

#MO0!!7010001 !.0000 0.4021!.4212$ERR%M&E"'%( M%")%*E(

0.02)

Partida

02.02.0.0).0+ SUMINISTRO E INSTALACION DE REDUCCION PC DE 1 1/2 A 1/2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0271--002- 1.0000 .0800.0800RE)CC&O" P5C(%P C10 1 1A2; a 1A2;

.+1E*ui'#&

#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.02.0.0).0 SUMINISTRO E INSTALACION DE ADAPTADOR PRESION:ROSCA F 1/2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u0272!1000 1.0000 0.8000.800%%P'%OR P5C (%P 1A2;

1.11

E*ui'#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.02.0.0).0 SUMINISTRO E INSTALACION DE ALULA COMPUERTA DE 1/2



hh0147010002 1.0000 1.0000 18.280018.2800OPER%R&O

hh0147010004 1.0000 1.0000 1!.77001!.7700PEO"

+2.000Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und02000! 2.0000 2.4001.2700)"&O" )"&5ER(%* E %CERO +%*5. E 1A2;pa02400 2.0000 18.0000-.0000"&P*E E %CERO +%*5. E 1A2; B 1 1A2;

und0277000021 1.0000 10.170010.17005%*5)*% COMP)ER'% E ,RO"CE E 1A2;

+0.310

Partida 02.02.0.0).0) SUMINISTRO E INSTALACION DE TAPON 8EMBRA PC DE 1/2



hh0147010002 1.0000 0.4000 7.!12018.2800OPER%R&O

hh0147010004 0.000 0.2000 2.7401!.7700PEO"

P3ina :(10 1



30/89


10.0))0Ma!rial!&

3a?02!040011 0.0020 0.20!4101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

u0272040047 1.0000 0.8000.800'%PO" $EM,R% P5C (%P P%R% %+)% (&MP*E PRE(&O" E

1A2;

0.+E*ui'#&

#MO0!!7010001 !.0000 0.!02010.00$ERR%M&E"'%( M%")%*E(

0.+020

Partida 02.02.0.0-.01 GRAA PARA ?ONDO DE CAMARA



hh0147010001 0.1000 0.027 0.!4020.0000C%P%'%9

hh014701000! 0.000 0.1!!! 1.-0714.!100OF&C&%*

hh0147010004 1.0000 0.27 !.721!.7700PEO"

).110

Ma!rial!&m!020!001- 1.000 1!!.28127.1700+R%5% E 1; a 1A2;

1++.2E*ui'#&

#MO0!!7010001 !.0000 0.18!4.1140$ERR%M&E"'%( M%")%*E(

0.1+

Partida 02.0+.01.01 LIMPIEZA DE TERRENO MANUAL



hh0147010004 1.0000 0.027 0.!771!.7700PEO"

0.+)--

E*ui'#& #MO0!!7010001 !.0000 0.01100.!77$ERR%M&E"'%( M%")%*E(0.0110

Partida 02.0+.01.02 TRAZO9 NIELES , REPLANTEO



hh0147010002 1.0000 0.027 0.488118.2800OPER%R&O

hh0147010004 !.0000 0.0800 1.1011!.7700PEO"

1.3-Ma!rial!&

,O*022-0!0002 0.000 0.2-10.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.0200 0.08484.2400M%ER% 'OR"&**O0.)1+

E*ui'#MO0!!7010001 !.0000 0.04771.8-7$ERR%M&E"'%( M%")%*E(

0.0--

Partida 02.0+.02.01 ECAACION A PULSO EN TIERRA



hh0147010004 1.0000 2.0000 27.4001!.7700PEO"

P3ina :(10 1



31/89


2-.00E*ui'#&

#MO0!!7010001 !.0000 0.82227.400$ERR%M&E"'%( M%")%*E(

0.2)2

Partida

02.0+.02.02 ECAACION A PULSO EN ROCA SUELTA



hh0147010001 0.1000 0.228 4.72020.0000C%P%'%9

hh0147010004 1.0000 2.287 !1.47411!.7700PEO"

+).0)1E*ui'#&

#MO0!!7010001 !.0000 1.0814!.041$ERR%M&E"'%( M%")%*E(

1.01

Partida 02.0+.02.0+ ELIMINACION MATERIAL ECEDENTE EN CARRETILLA 40 m5



hh0147010004 .0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.0+.0+.01 SOLADO E MEZCLA 1>10 C>8 INC CURADO



hh0147010002 1.0000 0.1000 1.828018.2800OPER%R&O

hh014701000! 1.0000 0.1000 1.4!1014.!100OF&C&%*

hh0147010004 4.0000 0.4000 .0801!.7700PEO"

.-)-0Ma!rial!&

,O*0221000000 0.2-00 .2018.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 0.08!0 10.1127.1700$ORM&+O" E R&O

m!02!-00000 0.0200 0.08484.2400%+)%

1.300E*ui'#&

#MO0!!7010001 !.0000 0.2!08.770$ERR%M&E"'%( M%")%*E(

0.2)+0

Partida 02.0+.0+.02 EREDAS DE CONCRETO BRUADO DE



hh0147010002 2.0000 0.100 2.-24818.2800OPER%R&O

hh014701000! 1.0000 0.0800 1.144814.!100OF&C&%*

hh0147010004 8.0000 0.400 8.81281!.7700PEO"

12.2Ma!rial!&

,O*0221000000 1.200 22.8418.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 0.1800 22.8-0127.1700$ORM&+O" E R&O

m!02!-00000 0.020 0.1004.2400%+)%

P3ina :(10 1



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.+0E*ui'#&

#MO0!!7010001 !.0000 0.!812.8824$ERR%M&E"'%( M%")%*E(

hm0!48010011 1.0000 0.0800 1.-221.1-00ME9C*%OR% E CO"CRE'O E - 11p!

2.01-

Partida 02.0+.0+.0+ CONCRETO EN UAS DE EREDA C>8 : 1>



hh0147010002 2.0000 1.07 1-.4--!18.2800OPER%R&O

hh014701000! 1.0000 0.!!! 7.!114.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

.++Ma!rial!&

,O*0221000000 8.4!00 12.-20218.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.2000 12.040127.1700$ORM&+O" E R&O

m!02!-00000 0.17-0 0.7-04.2400%+)%

+0).2+2E*ui'#&

#MO0!!7010001 !.0000 2.78.88!!$ERR%M&E"'%( M%")%*E(


1+.--1

Partida 02.0+.0+.0 ENCO?RADO , DESENCO?RADO EN EREDAS



hh0147010002 1.0000 0.7 12.187!18.2800OPER%R&O

hh014701000! 1.0000 0.7 -.4014.!100OF&C&%*

21.-2-

Ma!rial!&1+a.m.


33/89


hm0!48010011 1.0000 0.4000 8.47021.1-00ME9C*%OR% E CO"CRE'O E - 11p!

hm0!4-070004 0.000 0.2000 1.!0.78005&,R%OR E CO"CRE'O 4 $P 2.40;

11.-

Partida 02.0+.0.01.02 ACERO ?, 200 G/CM2

%/DIA 20.0000Rendimiento Costo unitario directo por :


34/89


Partida 02.0+.0.02.02 ENCO?RADO , DESENCO? MUROS RE?ORZADOS



Man# d! O(ra hh0147010002 1.0000 0.7 12.187!18.2800OPER%R&Ohh014701000! 1.0000 0.7 -.4014.!100OF&C&%*

21.-2-Ma!rial!&

1+a.m.


35/89


Man# d! O(rahh0147010001 0.1000 0.07 1.!!4020.0000C%P%'%9

hh0147010002 1.0000 0.7 12.187!18.2800OPER%R&O

hh014701000! 1.0000 0.7 -.4014.!100OF&C&%*

2+.0)1

Ma!rial!&1+a.m.


36/89


p2024!1002 0.800 2.4-24.2400RE+*% E M%ER%

).-2E*ui'#&

#MO0!!7010001 !.0000 0.-!!2.2112$ERR%M&E"'%( M%")%*E(

0.3))+

Partida 02.0+.0).01 TAPA METALICA ESTRIADA DE 0.)0m F 0.)0m F 1/1)

und/DIA ).0000Rendimiento Costo unitario directo por : und 191.7092.0000EQ.MO.


hh0147010002 1.0000 1.!!!! 24.!72718.2800OPER%R&O

hh0147010004 1.0000 1.!!!! 18.!-1!.7700PEO"

2.-+22Ma!rial!&

m!02001000 0.1000 12.7170127.1700%RE"% +R)E(% E R&O

,O*0221000000 0.2000 !.28018.1400CEME"'O POR'*%" '&PO & 42.+

und02214000 1.0000 2.42002.4200C%"%O 4 MM.

pa020000! 1.0000 10.-!0010.-!00'%P% ME'%*&C% E('R&%% 0.0m D 0.0m D 1A1; &"C M%RCO

1-.)30E*ui'#&

#MO0!!7010001 !.0000 1.282042.7!22$ERR%M&E"'%( M%")%*E(

1.220

Partida 02.0+.0).02 ESCALERA TUB ?.GZDO. C/PARANTES DE 1 PELDAOS DE +/



hh0147010001 0.1000 0.1000 2.000020.0000C%P%'%9

hh0147010002 1.0000 1.0000 18.280018.2800OPER%R&O

hh0147010004 1.0000 1.0000 1!.77001!.7700PEO"

+.000

Ma!rial!&1+a.m.


37/89


Partida 02.0+.0-.02 PINTURA CON ESMALTE EN TAPAS METALICAS



Man# d! O(ra hh0147010002 1.0000 0.!810 .-4718.2800OPER%R&O).3)-

Ma!rial!&3a?0241!0001 0.1!00 !.8228.1400P&"')R% &MPR&M%"'E P%R% M)RO(


38/89


E*ui'#MO0!!7010001 2.0000 0.40220.1!20$ERR%M&E"'%( M%")%*E(

0.02)

Partida 02.0+.0.0 SUMINISTRO E INSTALACION DE ALULA COMPUERTA DE 1 1/2



hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

hh0147010004 0.000 0.4000 .0801!.7700PEO"

20.1+20Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

u027700000 1.0000 4.0004.0005%*5)*% COMP)ER'% E ,RO"CE E 1 1A2;

).00E*ui'#&

#MO0!!7010001 2.0000 0.40220.1!20$ERR%M&E"'%( M%")%*E(

0.02)

Partida 02.0+.0.0 SUMINISTRO E INSTALACION DE ADAPTADOR PRESION:ROSCA DE 1 1/2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&

u0272!10002 1.0000 .-!00.-!00%%P'%OR P5C (%P 1 1A2;

.3+00E*ui'#&

#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.0+.0.0) SUMINISTRO E INSTALACION DE CODO PC 30F 1 1/2



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

3.--Ma!rial!&

pa0272!0124 1.0000 .7800.7800COO P5C (%P 1 1A2; B -0

).-00

Partida 02.0+.0.0- SUMINISTRO E INSTALACION DE UNION UNIERSAL GALANIZADO DE 1 1/2



hh0147010002 1.0000 1.0000 18.280018.2800OPER%R&O

hh0147010004 0.000 0.000 .8801!.7700PEO"

2.1)0Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und020002 1.0000 1.2001.200)"&O" )"&5ER(%* E %CERO +%*5. E 1 1A2;

1.0E*ui'#&

P3ina :(10 1



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#MO0!!7010001 !.0000 0.702.10$ERR%M&E"'%( M%")%*E(

0.-0

Partida 02.0+.0.0 SUMINISTRO E INSTALACION CANASTILLA DE BRONCE F2



hh0147010002 1.0000 1.000 2-.248018.2800OPER%R&O

hh0147010004 0.000 0.8000 11.0101!.7700PEO"

0.2)0Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und022-1000 1.0000 22.000022.0000C%"%('&**% E ,RO"CE I 4;D2;

22.200E*ui'#&

#MO0!!7010001 !.0000 1.207-40.240$ERR%M&E"'%( M%")%*E(

1.20-3

Partida 02.0+.0.03 SUMINISTRO E INSTALACION DE UNION UNIERSAL GALANIZADO DE 2



hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

hh0147010004 0.000 0.4000 .0801!.7700PEO"

20.1+20Ma!rial!&

r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

und020001 1.0000 2.42002.4200)"&O" )"&5ER(%* E %CERO +%*5. E 2;

2.)20E*ui'#&

#MO0!!7010001 !.0000 0.04020.1!20$ERR%M&E"'%( M%")%*E(

0.)00

Partida 02.0+.0.10 SUMINISTRO E INSTALACION DE ADAPTADOR PRESION:ROSCA DE 2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!1001! 1.0000 .0800.0800%%P'%OR P5C (%P 2;

.+1

E*ui'#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.0+.0.11 SUMINISTRO E INSTALACION DE ALULA COMPUERTA DE 2



hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

hh0147010004 0.000 0.4000 .0801!.7700PEO"

20.1+20

P3ina :(10 1



40/89


Ma!rial!&r??022-00001 0.2000 0.20401.0200C&"'% 'EF*O"

u0277000007 1.0000 72.0!0072.0!005%*5)*% COMP)ER'% E ,RO"CE E 2;

-2.2+0E*ui'#&

#MO0!!7010001 2.0000 0.40220.1!20$ERR%M&E"'%( M%")%*E(0.02)

Partida 02.0+.0.12 SUMINISTRO , COLOCACION DE CODO PC 30 F 2



hh0147010002 1.0000 0.4444 8.12!18.2800OPER%R&O

hh0147010004 0.000 0.2222 !.0-71!.7700PEO"

11.1++Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!00!4 1.0000 7.!007.!00COO P5C (%P 2; B -0

-.3+1E*ui'#&

#MO0!!7010001 !.0000 0.!!11.18!!$ERR%M&E"'%( M%")%*E(

0.++

Partida 02.0+.0.1+ SUMINISTRO E INSTALACION CONO DE REBOSE F2



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

hh0147010004 0.000 0.27 !.721!.7700PEO"

1+.212Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'und0272!40008 1.0000 21.180021.1800CO"O E RE,O(E P5C (%P 4;D2;

21.1E*ui'#&

#MO0!!7010001 !.0000 0.4021!.4212$ERR%M&E"'%( M%")%*E(

0.02)

Partida 02.0+.0.1 SUMINISTRO E INSTALACION DE TEE PC SAP DE 2



hh0147010002 1.0000 0.7 12.187!18.2800OPER%R&O

hh0147010004 0.000 0.!!!! 4.8-1!.7700PEO"

1).--)Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und027!1!00!4 1.0000 10.170010.1700'EE P5C (%P 2;

10.-1E*ui'#&

#MO0!!7010001 !.0000 0.0!!1.778$ERR%M&E"'%( M%")%*E(

0.0++

Partida 02.0+.0.1 SUMINISTRO E INSTALACION DE TAPON 8EMBRA PER?ORADO PC F 2


P3ina :(10 1



41/89



hh0147010002 1.0000 0.27 4.87!18.2800OPER%R&O

.-+Ma!rial!&

3a?02!040011 0.000 0.00-101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'u02720400!7 1.0000 4.20004.2000'%PO" $EM,R% P5C (%P P%R% %+)% (&MP*E PRE(&O" E 2;

.203

E*ui'#MO0!!7010001 !.0000 0.14!4.87!$ERR%M&E"'%( M%")%*E(

0.1)+

Partida 02.0+.0.1) SUMINISTRO , COLOCACION DE 8IPOCLORADOR PC



hh0147010002 1.0000 0.8000 14.24018.2800OPER%R&O

1.)20

Ma!rial!& und02!-020100 1.0000 .000.000$&POC*OR%OR K $&POC*OR&'O E C%*C&O 70#.000

Partida 02.0+.03.01.01 LIMPIEZA DE TERRENO MANUAL



hh0147010001 0.1000 0.007 0.1!4020.0000C%P%'%9

hh0147010004 1.0000 0.07 0.-181!.7700PEO"

1.02E*ui'#&

#MO0!!7010001 .0000 0.021.02$ERR%M&E"'%( M%")%*E(

0.02)Partida 02.0+.03.01.02 TRAZO9 NIELES , REPLANTEO



hh0147010002 1.0000 0.010 0.2-218.2800OPER%R&O

hh0147010004 !.0000 0.0480 0.101!.7700PEO"

0.3+Ma!rial!&

,O*022-0!0002 0.000 0.2-10.-00/E(O E" ,O*(%( E 2 +.

p2024!040000 0.0200 0.08484.2400M%ER% 'OR"&**O

0.)1+

E*ui'#& #MO0!!7010001 !.0000 0.0280.-!$ERR%M&E"'%( M%")%*E(0.02)

Partida 02.0+.03.02.01 ECAACIONES DE ZAN7AS PARA CIMIENTOS



hh0147010004 1.0000 2.0000 27.4001!.7700PEO"

2-.00E*ui'#&

#MO0!!7010001 !.0000 0.82227.400$ERR%M&E"'%( M%")%*E(

P3ina :(10 1



42/89


0.2)2

Partida 02.0+.03.02.02 ELIMINACION MATERIAL ECEDENTE EN CARRETILLA 40 m5



hh0147010004 !.0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.0+.03.0+.01 DADOS DE CONCRETO ?@C10 G/CM2



hh014701000! 2.0000 1.07 1.2414.!100OF&C&%*

hh0147010004 8.0000 4.27 8.721!.7700PEO"

-.01-0Ma!rial!&

,O*0221000000 .000 101.84018.1400CEME"'O POR'*%" '&PO & 42.+

m!02!8000002 1.1000 1!-.8870127.1700$ORM&+O" E R&O

m!02!-00000 0.1840 0.78024.2400%+)%

22.212E*ui'#&

#MO0!!7010001 !.0000 2.22074.0170$ERR%M&E"'%( M%")%*E(

2.220

Partida 02.0+.03.0.01 MALLA OLIMPICA DE ALAMBRE N10 C/TUBO DE D2 , ANGULOS DE 2F2F1/



hh0147010002 2.0000 1.!!!! 24.!72718.2800OPER%R&O

hh014701000! 4.0000 2.7 !8.1014.!100OF&C&%*

)2.++2Ma!rial!&


43/89


pa0212000!2 0.400 -.!0021.4000%"+)*O 2;D2;D 1A8;D.4m

m0200008 1.000 22.2!-021.1800'),O F&ERRO +%*5%"&9%O E 2;

-.-0E*ui'#&

#MO0!!7010001 !.0000 7.82120.7200$ERR%M&E"'%( M%")%*E(

hm0!4820002 1.0000 8.0000 101.80012.7100M%Q)&"% (O*%OR%103.01)

Partida 02.0.01.01.01 TRAZO9 NIELACION , REPLANTEO



hh01470000!2 1.0000 0.010 0.2-218.2800'OPO+R%FO

hh0147010004 !.0000 0.0480 0.101!.7700PEO"

0.3+Ma!rial!&

,O*022-0!0002 0.000 0.0!010.-00/E(O E" ,O*(%( E 2 +.

pa024!1001! 0.000 0.0841.-00E('%C%( M%ER% 2;B2;B1L

0.1+-E*ui'#&

#MO0!!7010001 !.0000 0.0280.-!$ERR%M&E"'%( M%")%*E(

hm0!!740001 1.0000 0.010 0.07204.000M&R%( / 6%*O"E(

hm0!4-1-0001 1.0000 0.010 0.108.7800'EOO*&'O

hm0!4-8-0001 1.0000 0.010 0.081!.0800"&5E* 'OPO+R%F&CO

0.230

Partida 02.0.01.01.02 TRAZO9 NIELACION , REPLANTEO DURANTE LA E7ECUCION DE LA OBRA



hh01470000!2 1.0000 0.010 0.2-218.2800'OPO+R%FO

hh0147010004 !.0000 0.0480 0.101!.7700PEO"0.3+

Ma!rial!&,O*022-0!0002 0.000 0.0!010.-00/E(O E" ,O*(%( E 2 +.

pa024!1001! 0.000 0.0841.-00E('%C%( M%ER% 2;B2;B1L

0.1+-E*ui'#&

#MO0!!7010001 !.0000 0.0280.-!$ERR%M&E"'%( M%")%*E(

hm0!!740001 1.0000 0.010 0.07204.000M&R%( / 6%*O"E(

hm0!4-1-0001 1.0000 0.010 0.108.7800'EOO*&'O

hm0!4-8-0001 1.0000 0.010 0.081!.0800"&5E* 'OPO+R%F&CO

0.230

Partida 02.0.01.02.01 ECAACION MANUAL DE ZAN7AS/ML9 80.F0.m



hh0147010004 .0000 0.727! 10.014-1!.7700PEO"

10.013E*ui'#&

#MO0!!7010001 !.0000 0.!00410.014-$ERR%M&E"'%( M%")%*E(

0.+00

Partida 02.0.01.02.02 RE?INE9 NIELACION DE ZAN7A , CON?ORMACION DE ?ONDOS


P3ina :(10 1



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hh0147010002 1.0000 0.0444 0.81118.2800OPER%R&O

hh0147010004 0.000 0.0222 0.!071!.7700PEO"

1.11-+Ma!rial!&m!02!-00000 0.000 0.21204.2400%+)%

0.2120E*ui'#&

#MO0!!7010001 !.0000 0.0!!1.117!$ERR%M&E"'%( M%")%*E(

hm0!4-0!0001 1.0000 0.0444 0.4!12.7100COMP%C'%OR 5&,R%'OR&O '&PO P*%"C$% 4 $P

0.3-

Partida 02.0.01.02.0+ PREPARACION DE CAMA DE APO,O



hh0147010004 1.0000 0.0800 1.1011!.7700PEO" 1.101)E*ui'#&

#MO0!!7010001 !.0000 0.0!!01.101$ERR%M&E"'%( M%")%*E(

0.0++0




hh0147010004 .0000 1.!!!! 18.!-1!.7700PEO"

1.+3E*ui'#&

#MO0!!7010001 !.0000 0.0818.!-$ERR%M&E"'%( M%")%*E(

0.0

Partida 02.0.01.02.0 RELLENO , COMPACTACION DE ZAN7A C/MAT. PROPIO. 8ASTA 80.0 M

m/DIA )0.0000Rendimiento Costo unitario directo por : m 11.3287)0.0000EQ.MO.


hh014701000! 1.0000 0.1!!! 1.-0714.!100OF&C&%*

hh0147010004 4.0000 0.!!! 7.!4!1!.7700PEO"

3.210Ma!rial!&

m!02!-00000 0.020 0.1004.2400%+)%

0.10)0

E*ui'#& #MO0!!7010001 !.0000 0.277-.210$ERR%M&E"'%( M%")%*E(hm0!4-0!0001 1.0000 0.1!!! 1.-4212.7100COMP%C'%OR 5&,R%'OR&O '&PO P*%"C$% 4 $P

1.3-1-

Partida 02.0.01.0+.01 TUBERIA PC SAP N.T.P. +33.002 +/ C : 10



hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.0000 0.07 0.-414.!100OF&C&%*

2.1-+

P3ina :(10 1



45/89


Ma!rial!&3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!4007- 0.2100 !.84!018.!000'),ER&% P5C (%P C10 I>!A4;

.--0E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(0.0)2

Partida 02.0.01.0+.02 TUBERIA PC SAP N.T.P. +33.002 1 C : 10



hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.0000 0.07 0.-414.!100OF&C&%*

2.1-+Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40080 0.2100 2.-40014.0000'),ER&% P5C (%P C10 I>1;

.3-0E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(

0.0)2

Partida 02.0.01.0+.0+ TUBERIA PC SAP N.T.P. +33.002 2 C : 10



hh0147010002 1.000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.000 0.07 0.-414.!100OF&C&%*

2.1-+Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'und027!01007 0.2100 .!000!0.0000'),ER&% P5C (%P 2; C 10

.++0E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(

0.0)2

Partida 02.0.01.0+.0 TUBERIA PC SAP N.T.P. +33.002 1/2 C : -.



hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.0000 0.07 0.-414.!100OF&C&%*

2.1-+Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40081 0.2100 1.-!0-.!000'),ER&% P5C (%P C7. I>1A2;

+.3-0E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(

0.0)2

Partida 02.0.01.0+.0 TUBERIA PC SAP N.T.P. +33.002 +/ C : -.


P3ina :(10 1



46/89



hh0147010002 1.0000 0.0!! 0.-74!18.2800OPER%R&O

hh014701000! 1.0000 0.0!! 0.72714.!100OF&C&%*

1.-+-0

Ma!rial!& 3a?02!040011 0.000 0.08101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40082 0.2100 1.-42-.200'),ER&% P5C (%P C7. I>!A4;

2.10E*ui'#&

#MO0!!7010001 !.0000 0.0211.7!70$ERR%M&E"'%( M%")%*E(

0.021

Partida 02.0.01.0+.0) TUBERIA PC SAP N.T.P. +33.002 1 C : -.



hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.0000 0.07 0.-414.!100OF&C&%*2.1-+

Ma!rial!&3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!400- 0.2100 2.8471!.00'),ER&% P5C (%P C7. I>1;

.1)E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(

0.0)2

Partida 02.0.01.0+.0- TUBERIA PC SAP N.T.P. +33.002 1 1/2 C : -.



Man# d! O(ra hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&Ohh014701000! 1.0000 0.07 0.-414.!100OF&C&%*

2.1-+Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40070 0.2100 4.!8020.8000'),ER&% P5C (%P C7. I>11A2;

).020E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(

0.0)2

Partida 02.0.01.0+.0 TUBERIA PC SAP N.T.P. +33.002 2 C : -.



hh0147010002 1.0000 0.07 1.21-!18.2800OPER%R&O

hh014701000! 1.0000 0.07 0.-414.!100OF&C&%*

2.1-+Ma!rial!&

3a?02!040011 0.0200 2.0!40101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

und0272!40071 0.2100 .-227.1200'),ER&% P5C (%P C7. I>2;

-.-232E*ui'#&

#MO0!!7010001 !.0000 0.022.17!8$ERR%M&E"'%( M%")%*E(

0.0)2

P3ina :(10 1



47/89


Partida 02.0.01.0+.03 PRUEBA 8IDRAULICADESIN?ECCION TUB.1: A ZAN7A TAPADA



hh0147010002 1.0000 0.0400 0.7!1218.2800OPER%R&O

hh0147010004 1.0000 0.0400 0.081!.7700PEO"

1.220Ma!rial!&


48/89


3.--Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!00! 1.0000 1.-001.-00COO P5C (%P !A4; B -0

1.331

Partida 02.0.01.0.02.02 CODO PC SAP +/ F



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

3.--Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!00-7 1.0000 1.-001.-00COO P5C (%P !A4; B 4

1.331

Partida 02.0.01.0.02.0+ CODO PC SAP +/ F 22.0



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

3.--Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!01!! 1.0000 1.-001.-00COO P5C (%P !A4; B 22.0

1.331

Partida 02.0.01.0.02.0 CODO PC SAP +/ F 11.2



hh0147010002 1.0000 0.!!! -.748718.2800OPER%R&O

3.--Ma!rial!&

3a?02!040011 0.00!0 0.!01101.7000PE+%ME"'O P%R% P5C %+)% FOR)&'

pa0272!01!4 1.0000 1.-001.-00COO P5C (%P !A4; B 11.2

1.331

Partida 02.0.01.0.02.0 TEE PC SAP +/

und/DIA 12.0000Rendimiento Costo

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Analisis Siste. Agua Potable