Eval Limpieza Publica

8/19/2019 Eval Limpieza Publica

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tc LOCALIDAD 2007 2008 2009 2010 20110.38 PROVINCIA ESPINAR 62,698 62,933 63,169 63,406 63,6441.06 ESPINAR 29,581 29,896 30,213 30,535 30,8591.43 CONDOROMA 1,208 1,225 1,234 1,247 1,2601.10 COPORAQUE 15,838 16,012 16,188 16,366 16,546-0.99 OCORURO 1,669 1,653 1,636 1,620 1,6040.01 PALLPATA 5,270 5,271 5,271 5,272 5,272-3.50 PICHIGUA 3,802 3,669 3,541 3,417 3,297

-0.64 SUYCUTAM!O 2,796 2,778 2,760 2,742 2,725-0.97 ALTO PICHIGUA 2,534 2,509 2,485 2,461 2,437"#$%&$' INEI ()&*+ -*.$/&)(*+

POBLACIÓN DE REFPOBLACIÓN PROYECTADA DEL

Poblacio 0 1 2 ! "

59,093 59,722 60,357 60,998 61,647

36,690 37,081 37,475 37,873 38,276

32,193 32,535 32,881 33,230 33,584

TC 106 "UENTE' ELA!ORACIN PROPIA

POBLACION PROMEDIO 33,960 POBLACION PARA EL CALCULO C#E$

R%&%'%cial * ($ 5(+&-&*+ /$-/)%*+

Po(%cial * ($ 3 (+& /$-/)%*+) (+& E+%)-

Ob)%(i*o * ($ ) /#()( Y)#-


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-7 -6

2008 2009 36,495 36,883


3/229

2012 201! 201" 201, 201- 201763,883 64,123 64,363 64,605 64,847 65,09031,187 31,519 31,854 32,193 32,535 32,8811,274 1,287 1,301 1,315 1,329 1,343

16,728 16,912 17,098 17,286 17,476 17,6681,588 1,572 1,557 1,542 1,526 1,5115,273 5,273 5,274 5,274 5,275 5,275 20073,182 3,071 2,963 2,860 2,760 2,663 poblacion vivienda2,707 2,690 2,672 2,655 2,638 2,621 29,581 9562

2,413 2,390 2,367 2,344 2,321 2,298estimcion al 2015

poblacion vivienda

#RE! #RE!

NCIAITO DE ESTUDIO

, - 7 8 9 10

62,302 62,965 63,634 64,311 64,994 65,685 "$ %E 5 %&'( )ER)*+'

38,683 39,094 39,510 39,930 40,354 40,783 "$ %E 3 %&'( )ER*)+'$

33,941 34,302 34,666 35,035 35,407 35,784 "$ %E %&'(R&(

dato / 33242 pob RR'' "&*R'


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-5 -4 -3 -2 -1 0A OS

2010 2011 2012 201! 201" 201,37,275 37,671 38,072 38,476 38,886 39,299


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mposicion amilia

3.1


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A+O 0

FASE DE INERSIÓN1 2 ! " $$

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NTE DE EALUACIÓN DEL PROYECTO

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A+O 9 A+O 10

202- 2027

a'< Uia


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001 COMPONE01 ALMACEN01010102

010302 LIMPIE/A02010202020302040205020603 CAPACITA0301030204 OPTIMI/0401

002 COMPONE01 AD@UISI010101020103010402 CAPACITA0201020203 E@UIPAMI03010302

04 DISE+O D0401003 COMPONE18 E@UIPAMI18011802180318041805180618071808003 COMPONE01 IAS DE0101 MOIMIE010101


11/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

0101020101030101040102 AFIRMAD

0102010102020102030103 SE+ALI/01030102 CERCO PE0201 TRABA3O0201010202 MOIMIE0202010203 OBRAS D0203010204 CARPINT

0204010204020204030205 CERRA3E0205010206 CERCOS02060103 AREA AD0301 TRABA3O0301010301020302 MOIMIE

0302010302020303 OBRAS D030301 CIMIENT03030101030302 SOBRECI0303020103030202030303 SOLADO030303010304 OBRAS D030401 /APATAS0304010103040102030402 COLUMN03040201


12/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

0304020203040203030403 IKAS03040301

0304030203040303030404 LOSA DE0304040103040402030404030305 ESTRUCT0305010305020306 ESTRUCT0306010306020307 MUROS Y

0307010308 REO@UE0308010309 CIELORR0309010309020310 PISOS Y031001031002031003031004031005

0310060311 CONTRA/0311010312 /OCALOS0312010313 CARPINT0313010313020313030314 CERRA3E0314010314020315 IDRIOS<0315010316 PINTURA031601


13/229

S10

P-$+##$+&* 0101001

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0316020316030316040317 APARATO

0317010317020317030317040317050317060318 DESAKUE0318010318020319 SISTEMA0319010319020320 INSTALA

03200103200203200303200404 CASETA D0401 TRABA3O0401010401020402 MOIMIE0402010402020403 OBRAS D

040301 CIMIENT04030101040302 SOBRECI0403020104030202040303 SOLADO040303010404 OBRAS D040401 /APATAS0404010104040102040402 COLUMN040402010404020204040203040403 IKAS


14/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

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0404030104040302040403030405 ESTRUCT

0405010405020406 ESTRUCT0406010406020407 MUROS Y0407010408 REO@UE0408010408020409 CIELORR0409010410 PISOS Y

0410010410020410030410040410050410060411 CONTRA/0411010412 /OCALOS0412010413 CARPINT041301

0413020414 CERRA3E0414010414020415 IDRIOS<0415010416 PINTURA0416010416020416030416040417 INSTALA04170104170204170305 SERICIO


15/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

0501 TRABA3O0501010501020502 MOIMIE

0502010502020503 OBRAS D050301 CIMIENT05030101050302 SOBRECI0503020105030202050303 SOLADO050303010504 OBRAS D050401 /APATAS05040101

05040102050402 COLUMN050402010504020205040203050403 IKAS0504030105040302050403030505 ESTRUCT050501050502

0506 ESTRUCT0506010506020507 MUROS Y0507010508 REO@UE0508010508020508030509 CIELORR0509010510 PISOS Y051001051002051003051004


16/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

0510050510060511 CONTRA/051101

0512 /OCALOS0512010513 CARPINT0513010513020513030514 CERRA3E0514010514020515 IDRIOS<0515010516 PINTURA051601

0516020516030516040517 APARATO0517010517020517030517040517050518 DESAKUE051801051802

0518030518040519 SISTEMA0519010519020520 INSTALA05200105200205200305200406 SISTEMA0601 TAN@UE060101 TRABA3O0601010106010102060102 MOIMIE


17/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

06010201060103 OBRAS D0601030106010302

06010303060104 OBRAS D060104010601040206010403060105 REO@UE0601050106010502060106 CARPINT06010601060107 INSTALA0601070106010702

060107030602 PO/O PE060201 TRABA3O0602010106020102060202 MOIMIE06020201060203 OBRAS D06020301 LOSA DE060203010106020301020602030103

06020302 COLUMN06020302010602030202060203020306020303 LOSA MA060203030106020303020602030303060204 ALBA+ILE06020401060205 CARPINT06020501060206 FILTROS0602060106020602060207 INSTALA


18/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

060207010602070207 SISTEMA0701 CISTERN

070101 TRABA3O0701010107010102070102 MOIMIE07010201070103 OBRAS D07010301 CIMIENT070103010107010302 SOBRECI07010302010701030202070104 OBRAS D07010401 /APATAS

0701040101070104010207010402 COLUMN07010402010701040202070104020307010403 IKAS070104030107010403020701040303070105 PINTURA07010501

07010502070106 APARATO07010601070106020701060307010604070107 INSTALA07010701070107020701070308 ELECTRIF080109 KARA3E Y0901 TRABA3O090101090102


19/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

0902 MOIMIE0902010902020903 OBRAS D

090301 CIMIENT09030101090302 SOBRECI0903020109030202090303 SOLADO090303010904 OBRAS D090401 /APATAS0904010109040102090402 COLUMN09040201

0904020209040203090403 IKAS0904030109040302090403030905 ESTRUCT090501090502090503090504090505

0906 MUROS Y0906010907 REO@UE0907010907020908 PISOS Y0908010908020908030908040908050908060909 CONTRA/0909010910 /OCALOS091001


20/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

0911 CARPINT0911010911020912 CERRA3E

0912010912020913 IDRIOS<0913010914 PINTURA0914010914020915 APARATO0915010915020916 INSTALA091601091602

0917 DESAKUE0917010917020918 INSTALA09180109180209180309180410 AREA DE1001 TRABA3O100101100102

1002 MOIMIE1002011002021003 OBRAS D100301 CIMIENT10030101100302 SOBRECI1003020110030202100303 SOLADO100303011004 OBRAS D100401 /APATAS10040101100401021005 ESTRUCT


21/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

100501100502100503100504

1005051005061005071006 PISOS Y1006011006021006031006041006051006061007 CARPINT1007011008 CERRA3E


1012021013 DESAKUE1013011013021014 INSTALA10140110140210140310140411 AREA DE1101 TRABA3O1101011101021102 MOIMIE110201110202


22/229

S10

P-$+##$+&* 0101001

C$%&$L#)-

I(%

1103 OBRAS D110301 CIMIENT11030101110302 SOBRECI

1103020111030202110303 SOLADO11030301110303021104 ESTRUCT110401110402110403110404110405110406110407

1105 PISOS Y1105011105021105031105041105051105061106 CARPINT1106011107 CERRA3E110701110702

1108 PINTURA1108011108021109 APARATO1109011109021110 INSTALA1110011110021110031110041111 INSTALA111101111102111103111104


23/229

S10

P-$+##$+&* 0101001

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12 IEROS1201 TRABA3O1201011202 MOIMIE

1202011202021203 OBRAS D120301 CIMIENT12030101120302 SOBRECI1203020112030202120303 SARDINE1203030112030302120304 EREDAS12030401

12030402120304031204 ESTRUCT12040112040213 ESPACIOS1301 TRABA3O1301011301021302 MOIMIE130201130202

1303 OBRAS D130301 CIMIENT13030101130302 SOBRECI13030201130302021304 MUROS Y1304011305 ESTRUCT1305011305021305031305041306 PISOS Y130601130602


24/229

S10

P-$+##$+&* 0101001

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1306031307 INSTALA130701130702

1307031307041308 INSTALA13080113080214 RELLENO1401 CELDAS140101 MOIMIE14010101140101021401010314010104140102 COLOCAC

14010201140103 COLOCAC14010301140103021402 SISTEMA140201 FILTRO D14020101140202 COLOCAC140202011402020214020203140203 COLOCAC

14020301140204 CAPA DE14020401140205 COLOCAC14020501140205021402050314020504140205051403 SISTEMA1403011403021403031403041404 PO/AS D140401 CONSTRU


25/229

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14040101140401021404010314040104

14040105140401061404010714040108140402 COBERTU1404020114040202140402031404020414040205140402061404020714040208

15 RELLENO1501 CELDAS150101 MOIMIE15010101150101021501010315010104150102 COLOCAC15010201150103 COLOCAC1501030115010302

1502 SISTEMA150201 FILTRO D15020101150202 COLOCAC150202011502020215020203150203 COLOCAC15020301150204 CAPA DE15020401150205 COLOCAC15020501150205021502050315020504


26/229

S10

P-$+##$+&* 0101001

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150205051503 PO/AS D150301 CONSTRU15030101

15030102150301031503010415030105150301061503010715030108150302 COBERTU1503020115030202150302031503020415030205

15030206150302071503020816 RELLENO1601 IAS DE160101 OBRAS P16010101160101021601010316010104160102 MOIMIE16010201

16010202160102031601020416010205160103 AFIRMAD16010301160103021601030316010304160103051601030616010307160104 SE+ALI/1601040116010402160105 ALCANTA


27/229

S10

P-$+##$+&* 0101001

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16010501160105021601050316010504

1601050516010506160105071601050816010509160105101602 DRENA3E160201 TRABA3O16020101160202 MOIMIE1602020116020202160203 ALCANTA

1602030116020302160203031602030416020305160203061602030716020308160203091602031017 CLAUSUR1701 MATERIA

1701011701021701031702 CAPA DE17020117020217020319 FORTALE190119021903190420 AD@UISI200101 RECUPER0101 CLAUSUR


28/229

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P-$+##$+&* 0101001

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010101 COBERTU010101010101010201010103

0101010401010105010102 COBERTU010102010101020201010203010102040102 CERCO PE010201 TRABA3O01020101010202 MOIMIE01020201010203 CIMIENT

01020301010204 ESTRUCT0102040101020402010205 CERRA3E01020501010206 CERCO I01020601010207 SE+ALI/010207010102070201020703

0103 SISTEMA010301 FILTRO D01030101010302 COLOCAC0103020101030202010303 COLOCAC01030301010304 CAPA DE01030401010305 COLOCAC010305010103050201030503010305040104 SISTEMA


29/229

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P-$+##$+&* 0101001

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010401010402010403010404

0105 PO/AS D010501 CONSTRU0105010101050102010501030105010401050105010501060105010701050108010502 COBERTU0105020101050202

01050203010502040105020501050206010502070105020801 MEDIDAS010101020103010402 IMPLEME

0201005 COMPONE01 ADECUAD0101 IMPLEME0101010101020101030101040101050102 IMPLEME010201010202006 COMPONE01 EFICIENT0101 INSTRUM010101


30/229

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010102010103010104010105

0102 FORTALE010201010202010203

23145


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ALTERNATIA 1

MUNICIPALIDAD PROINCIAL DE ESPINAR C*+&* )CUSCO = ESPINAR = ESPINAR

D%c'ici6 U$

TE N 01 : ADECUADO ALMACENAMIENTO, SEGREGADO Y !ARRIDO DE RESIDUOS SOLIDOSAMIENTO DE RRSSCONTENEDORES DE RRSS TIPO I 300 !LICA ?*CIÓN DE PERSONAL EN RECOLECCIÓN DE RRSS TALLER' SALUD Y SEGURIDAD EN EL MANE?O DE RRSS TALL TALLER' CARACTERISTICAS Y SEGREGACIN DE LOS RRSS TALLCIÓN DE LOS SERICIOS DE LIMPIE/A PGBLICAPLAN DE LIMPIE;A DE VIAS P>!LICAS C*%+

TE N 02 : SU"ICIENTE CAPACIDAD OPERATIVA DE RECOLECCION SELECTIVA Y TRANSPORTE DE RSMIÓN DE E.ICULOS COMPACTADORES Y DE RECO3OADQUISICIN DE CAMION COMPACTADOR DE RRSS CAP 06


32/229

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ALTERNATIA 1


D%c'ici6 U$

PIP N 1"!!98 = ;ME3ORAMIENTO Y AMPLIACIÓN DEL SERICIO DE LIMPIE/A PUBLICA EN LOS PREAPROEC.AMIENTO Y DISPOSICION FINAL DE LOS RESIDUOS SOLIDOS MUNICIPALES< EN LA

CUSCO>$

CORTE MASIVO A NIVEL DE SU!RASANTE C=MAQUINARIA


33/229

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ALTERNATIA 1


D%c'ici6 U$


CUSCO>$

ENCO"RADO Y DESENCO"RADO EN COLUMNAS


34/229


35/229

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ALTERNATIA 1


D%c'ici6 U$


CUSCO>$

CONCRETO EN COLUMNAS Y VIGAS "C210 =/


36/229

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ALTERNATIA 1


D%c'ici6 U$


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PRELIMINARESLIMPIE;A DE TERRENO MANUAL


37/229

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ALTERNATIA 1


D%c'ici6 U$


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ENCO"RADO Y DESENCO"RADO VEREDAS


38/229

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ALTERNATIA 1


D%c'ici6 U$


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ECAVACION NO CLASI"ICADA PARA ESTRUCTURAS


39/229

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D%c'ici6 U$


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SUMINISTRO Y COLOCACION DE ACCESORIOS U%(SOM!RERO DE VENTILACION 4 U%(

DE AKUA FRIA Y TAN@UE ELEADO



40/229

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ALTERNATIA 1


D%c'ici6 U$


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TO DE TIERRASPER"ILADO, NIVELACION Y COMPACTADO DE SU!:RASANTE


41/229

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D%c'ici6 U$


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RIA METALICAVENTANA METALICA 300


42/229

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ALTERNATIA 1


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43/229

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D%c'ici6 U$


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CONCRETO SIMPLES Y SOBRECIMIENTOSCONCRETO 1'10 30 PG


44/229

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ALTERNATIA 1


D%c'ici6 U$


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45/229

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47/229

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SUMINISTRO Y COLOCACION DE ACCESORIOS LIIIADOS

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48/229

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LIMPIE;A DE TERRENO MANUAL


49/229

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50/229

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ELA!ORACION DE !ASE DE DATOS DE CONTRI!UYENTES ELA!ORACION DE ESTRATEGIA DE OPTIMI;ACION DE CO!RAN;A ELA!ORACION MANUAL TECNICO DEL SISTEMA INTEGRAL IMPLEMENTACION DE UN SISTEMA IN"ORMATICO DE COSTEO PARA EL MANE?O DE RESIDUOS S

IMIENTO DE CAPACIDADESIMPLEMENTACION DE SUPERVISION Y MONITOREO DEL SERVICIO CAPACITACIN DE PERSONAL ADMINISTRATIVO CAPACITACIN DE PERSONAL DIRECTIVO

COSTO DIRECTOKASTOS KENERALES !$2- 326KASTOS DE SUPERISIÓN 1$!" 134KASTOS DE ESTUDIO DEFINITIO 2$1! 213KASTOS DE LI@UIDACIÓN DE PROYECTO 0$27 027KESTION ADMINISTRATIA 0$7, 075PRESUPUESTO TOTAL


52/229

P%)

20#0,#2012

M%('ao P'%cio S#$ Pa'cial S#$

S= 654,74000S#$ "!8


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20#0,#2012


OCESOS DE ALMACENAMIENTO< BARRIDO< RECOLECCION< TRANSPORTE<IUDAD DE YAURI< DISTRITO DE ESPINAR< Y PROINCIA DE ESPINAR =

2,29591 S= 359 S= 8,242323,07652 S= 388 S= 11,9369011,47956 S= 179 S= 20,54841

S= 76,72940

3,82652 S= 860 S= 32,908075,12754 S= 730 S= 37,431043,82652 S= 167 S= 6,39029

S= 5,265751500 S= 35105 S= 5,26575

S#$ !"7


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20#0,#2012



6032 S= 6873 S= 4,1457985400 S= 467 S= 3,98818

810 S= 37659 S= 3,05038

1619 S= 6873 S= 1,112741,10000 S= 467 S= 5,13700

1508 S= 34512 S= 5,2044124128 S= 5846 S= 14,10523

2,92000 S= 467 S= 13,63640

24000 S= 1735 S= 4,164003500 S= 2465 S= 86275

1000 S= 47353 S= 4,7353035500 S= 1102 S= 3,91210

13967 S= 8092 S= 11,30210

30316 S= 1821 S= 5,52054

19400 S= 1956 S= 3,7946419600 S= 4500 S= 8,82000

10660 S= 900 S= 9594010660 S= 1603 S= 1,7088010660 S= 4933 S= 5,258588370 S= 937 S= 784273720 S= 3546 S= 1,31911

8360 S= 4998 S= 4,17833

7800 S= 1638 S= 1,27764

6500 S= 1555 S= 1,01075

1040 S= 22446 S= 2,334381820 S= 19296 S= 3,51187650 S= 36396 S= 2,36574

2340 S= 1426 S= 33368650 S= 10179 S= 66164

37000 S= 1311 S= 4,85070

19350 S= 813 S= 1,57316


55/229

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20#0,#2012



30316 S= 782 S= 2,370711430 S= 1224 S= 175033718 S= 980 S= 36436

600 S= 12000 S= 72000600 S= 15000 S= 90000200 S= 12000 S= 24000100 S= 15000 S= 15000400 S= 20090 S= 80360

1900 S= 5232 S= 99408

16000 S= 2167 S= 3,46720400 S= 29308 S= 1,17232

1900 S= 9787 S= 1,8595325000 S= 2697 S= 6,74250

3200 S= 5532 S= 1,770242400 S= 4698 S= 1,12752400 S= 15998 S= 63992

3200 S= 9048 S= 2,89536S#$ 20


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20#0,#2012



110 S= 37659 S= 41425215 S= 6873 S= 14777

15120 S= 467 S= 70610S#$ -7!$07

3240 S= 1735 S= 56214450 S= 2465 S= 11093S#$ 1


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20#0,#2012



S#$ ""$"75775 S= 041 S= 23685775 S= 036 S= 2079

S#$ ,0!$-9

5775 S= 214 S= 123591750 S= 2172 S= 38010S#$ 2

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1800 S= 3546 S= 638282700 S= 4998 S= 1,34946

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15000 S= 2697 S= 4,04550S#$ 9!1$10

400 S= 5532 S= 22128400 S= 4698 S= 18792100 S= 15998 S= 15998400 S= 9048 S= 36192

S#$ 17


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1550 S= 2172 S= 33666S#$ 2


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200 S= 1529 S= 3058200 S= 1736 S= 3472

S#$ 27


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S#$ -2100 S= 829 S= 17409

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S#$ 9

S#$ 1


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20#0,#2012



33000 S= 1735 S= 5,725503150 S= 2465 S= 776482000 S= 1,18571 S= 23,714202000 S= 35695 S= 7,13900

2100 S= 829 S= 17409400 S= 68625 S= 2,7450035000 S= 6500 S= 22,75000

S#$ 171200 S= 36000 S= 4,32000S#$ 1


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20#0,#2012



S#$ 82500 S= 869 S= 21725560 S= 37659 S= 2,10890

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20#0,#2012



S#$ !72


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71500 S= 4998 S= 35,73570S#$ ,

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S#$ "",

3,81600 S= 5104 S= 194,76864S#$ !1


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20000 S= 213 S= 426005000 S= 3259 S= 1,62950

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24100 S= 2761 S= 6,65401S#$ 1-


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100 S= 50000 S= 50000S#$ 11


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13000 S = 041 S= 533013000 S = 036 S= 46803675 S= 2172 S= 798212380 S= 207 S= 4927

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15800 S= 467 S= 73786S#$ 18


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S#$ 1,


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38400 S= 1597 S= 6,132482880 S= 2631 S= 757733456 S= 7532 S= 2,603062400 S= 3983 S= 95592

S#$ 11


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20#0,#2012



100 S= 12,00000 S= 12,00000100 S= 12,00000 S= 12,00000100 S= 15,00000 S= 15,00000100 S= 13,00000 S= 13,00000

S#$ "2


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04 DISE+O D0401003 COMPONE18 E@UIPAMI18011802180318041805180618071808003 COMPONE01 IAS DE0101 MOIMIE010101


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0302010302020303 OBRAS D030301 CIMIENT03030101030302 SOBRECI0303020103030202030303 SOLADO030303010304 OBRAS D030401 /APATAS0304010103040102030402 COLUMN03040201


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0304030203040303030404 LOSA DE0304040103040402030404030305 ESTRUCT0305010305020306 ESTRUCT0306010306020307 MUROS Y

0307010308 REO@UE0308010309 CIELORR0309010309020310 PISOS Y031001031002031003031004031005

0310060311 CONTRA/0311010312 /OCALOS0312010313 CARPINT0313010313020313030314 CERRA3E0314010314020315 IDRIOS<0315010316 PINTURA031601


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03200103200203200303200404 CASETA D0401 TRABA3O0401010401020402 MOIMIE0402010402020403 OBRAS D

040301 CIMIENT04030101040302 SOBRECI0403020104030202040303 SOLADO040303010404 OBRAS D040401 /APATAS0404010104040102040402 COLUMN040402010404020204040203040403 IKAS


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0410010410020410030410040410050410060411 CONTRA/0411010412 /OCALOS0412010413 CARPINT041301

0413020414 CERRA3E0414010414020415 IDRIOS<0415010416 PINTURA0416010416020416030416040417 INSTALA04170104170204170305 SERICIO


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05040102050402 COLUMN050402010504020205040203050403 IKAS0504030105040302050403030505 ESTRUCT050501050502

0506 ESTRUCT0506010506020507 MUROS Y0507010508 REO@UE0508010508020508030509 CIELORR0509010510 PISOS Y051001051002051003051004


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0516020516030516040517 APARATO0517010517020517030517040517050518 DESAKUE051801051802

0518030518040519 SISTEMA0519010519020520 INSTALA05200105200205200305200406 SISTEMA0601 TAN@UE060101 TRABA3O0601010106010102060102 MOIMIE


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060107030602 PO/O PE060201 TRABA3O0602010106020102060202 MOIMIE06020201060203 OBRAS D06020301 LOSA DE060203010106020301020602030103

06020302 COLUMN06020302010602030202060203020306020303 LOSA MA060203030106020303020602030303060204 ALBA+ILE06020401060205 CARPINT06020501060206 FILTROS0602060106020602060207 INSTALA


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060207010602070207 SISTEMA0701 CISTERN

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07010502070106 APARATO07010601070106020701060307010604070107 INSTALA07010701070107020701070308 ELECTRIF080109 KARA3E Y0901 TRABA3O090101090102


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0906 MUROS Y0906010907 REO@UE0907010907020908 PISOS Y0908010908020908030908040908050908060909 CONTRA/0909010910 /OCALOS091001


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0917 DESAKUE0917010917020918 INSTALA09180109180209180309180410 AREA DE1001 TRABA3O100101100102

1002 MOIMIE1002011002021003 OBRAS D100301 CIMIENT10030101100302 SOBRECI1003020110030202100303 SOLADO100303011004 OBRAS D100401 /APATAS10040101100401021005 ESTRUCT


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1012021013 DESAKUE1013011013021014 INSTALA10140110140210140310140411 AREA DE1101 TRABA3O1101011101021102 MOIMIE110201110202


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1105 PISOS Y1105011105021105031105041105051105061106 CARPINT1106011107 CERRA3E110701110702

1108 PINTURA1108011108021109 APARATO1109011109021110 INSTALA1110011110021110031110041111 INSTALA111101111102111103111104


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12030402120304031204 ESTRUCT12040112040213 ESPACIOS1301 TRABA3O1301011301021302 MOIMIE130201130202

1303 OBRAS D130301 CIMIENT13030101130302 SOBRECI13030201130302021304 MUROS Y1304011305 ESTRUCT1305011305021305031305041306 PISOS Y130601130602


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14010201140103 COLOCAC14010301140103021402 SISTEMA140201 FILTRO D14020101140202 COLOCAC140202011402020214020203140203 COLOCAC

14020301140204 CAPA DE14020401140205 COLOCAC14020501140205021402050314020504140205051403 SISTEMA1403011403021403031403041404 PO/AS D140401 CONSTRU


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15 RELLENO1501 CELDAS150101 MOIMIE15010101150101021501010315010104150102 COLOCAC15010201150103 COLOCAC1501030115010302

1502 SISTEMA150201 FILTRO D15020101150202 COLOCAC150202011502020215020203150203 COLOCAC15020301150204 CAPA DE15020401150205 COLOCAC15020501150205021502050315020504


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150205051503 PO/AS D150301 CONSTRU15030101

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15030206150302071503020816 RELLENO1601 IAS DE160101 OBRAS P16010101160101021601010316010104160102 MOIMIE16010201

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S= 654,74000S#$ "!8


116/229

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20#0,#2012



3,67346 S= 359 S= 13,187714,92243 S= 388 S= 19,0990418,36730 S= 179 S= 32,87746

S= 122,76704

6,12243 S= 860 S= 52,652928,20406 S= 730 S= 59,889676,12243 S= 167 S= 10,22446

S= 8,425202400 S= 35105 S= 8,42520

S#$ ,,-


117/229

P%)

20#0,#2012



6032 S= 6873 S= 4,1457985400 S= 467 S= 3,98818

810 S= 37659 S= 3,05038

1619 S= 6873 S= 1,112741,10000 S= 467 S= 5,13700

1508 S= 34512 S= 5,2044124128 S= 5846 S= 14,10523

2,92000 S= 467 S= 13,63640

24000 S= 1735 S= 4,164003500 S= 2465 S= 86275

1000 S= 47353 S= 4,7353035500 S= 1102 S= 3,91210

13967 S= 8092 S= 11,30210

30316 S= 1821 S= 5,52054

19400 S= 1956 S= 3,7946419600 S= 4500 S= 8,82000

10660 S= 900 S= 9594010660 S= 1603 S= 1,7088010660 S= 4933 S= 5,258588370 S= 937 S= 784273720 S= 3546 S= 1,31911

8360 S= 4998 S= 4,17833

7800 S= 1638 S= 1,27764

6500 S= 1555 S= 1,01075

1040 S= 22446 S= 2,334381820 S= 19296 S= 3,51187650 S= 36396 S= 2,36574

2340 S= 1426 S= 33368650 S= 10179 S= 66164

37000 S= 1311 S= 4,85070

19350 S= 813 S= 1,57316


118/229

P%)

20#0,#2012



30316 S= 782 S= 2,370711430 S= 1224 S= 175033718 S= 980 S= 36436

600 S= 12000 S= 72000600 S= 15000 S= 90000200 S= 12000 S= 24000100 S= 15000 S= 15000400 S= 20090 S= 80360

1900 S= 5232 S= 99408

16000 S= 2167 S= 3,46720400 S= 29308 S= 1,17232

1900 S= 9787 S= 1,8595325000 S= 2697 S= 6,74250

3200 S= 5532 S= 1,770242400 S= 4698 S= 1,12752400 S= 15998 S= 63992

3200 S= 9048 S= 2,89536S#$ 20


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P%)

20#0,#2012



110 S= 37659 S= 41425215 S= 6873 S= 14777

15120 S= 467 S= 70610S#$ -7!$07

3240 S= 1735 S= 56214450 S= 2465 S= 11093S#$ 1


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20#0,#2012



S#$ ""$"75775 S= 041 S= 23685775 S= 036 S= 2079

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5775 S= 214 S= 123591750 S= 2172 S= 38010S#$ 2

S#$ ,

12000 S= 1821 S= 2,185205760 S= 5040 S= 2,90304

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20#0,#2012



1800 S= 3546 S= 638282700 S= 4998 S= 1,34946

S#$ !70$,22262 S= 1638 S= 37052

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1200 S= 9787 S= 1,1744415000 S= 2697 S= 4,04550

S#$ 9!1$10400 S= 5532 S= 22128400 S= 4698 S= 18792100 S= 15998 S= 15998400 S= 9048 S= 36192

S#$ 17


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20#0,#2012



1550 S= 2172 S= 33666S#$ 2


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20#0,#2012



200 S= 1529 S= 3058200 S= 1736 S= 3472

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20#0,#2012



S#$ 2

S#$ -2100 S= 829 S= 17409

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125/229

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20#0,#2012



S#$ 9

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P%)

20#0,#2012



33000 S= 1735 S= 5,725503150 S= 2465 S= 776482000 S= 1,18571 S= 23,714202000 S= 35695 S= 7,13900

2100 S= 829 S= 17409400 S= 68625 S= 2,7450035000 S= 6500 S= 22,75000

S#$ 171200 S= 36000 S= 4,32000S#$ 1


127/229

P%)

20#0,#2012



S#$ 82500 S= 869 S= 21725560 S= 37659 S= 2,10890

S#$ -!


128/229

P%)

20#0,#2012



S#$ !72


129/229

P%)

20#0,#2012



71500 S= 4998 S= 35,73570S#$ ,

16,86400 S= 1800 S= 303,5520016,86400 S= 900 S= 151,77600

S#$ "",

3,81600 S= 5104 S= 194,76864S#$ !1


130/229

P%)

20#0,#2012



20000 S= 213 S= 426005000 S= 3259 S= 1,62950

20000 S= 3217 S= 6,434005000 S= 28333 S= 14,16650

16400 S= 4845 S= 7,945801,48400 S= 467 S= 6,930283200 S= 36888 S= 11,80416

24100 S= 2761 S= 6,65401S#$ 1-


131/229

P%)

20#0,#2012



100 S= 50000 S= 50000S#$ 11


132/229

P%)

20#0,#2012



13000 S = 041 S= 533013000 S = 036 S= 46803675 S= 2172 S= 798212380 S= 207 S= 4927

3672 S= 764 S= 280542000 S= 1014 S= 202801800 S= 28333 S= 5,099944664 S= 3525 S= 1,64406814 S= 39074 S= 3,18062

15800 S= 467 S= 73786S#$ 18


133/229

P%)

20#0,#2012



S#$ 1,


134/229

P%)

20#0,#2012



38400 S= 1597 S= 6,132482880 S= 2631 S= 757733456 S= 7532 S= 2,603062400 S= 3983 S= 95592

S#$ 11


135/229

P%)

20#0,#2012



100 S= 12,00000 S= 12,00000100 S= 12,00000 S= 12,00000100 S= 15,00000 S= 15,00000100 S= 13,00000 S= 13,00000

S#$ "2


136/229

CRONOGRAMA "INANCIERO

CRONOKRAMA FISICO Y FINANCIERO

#$+&*

ALTERNATIVA 1

$ MUNICIPALIDAD PROINCIAL DE ESPINAR

CUSCO = ESPINAR

D%c'ici6 Pa'cial S#$ MES 01 MES 02 MES 03

S= 654,74000 S= : S= : S= 313,17400

ALMACENAMIENTO DE RRSS S#$ "!8!LICAS S#$ 1-,

COMPONENTE N 03 : ADECUADAS CONDICIONES DE TRATAMIENTO Y REAPROVECHAMIENTO DE

LOS RSM


137/229

21 MEDIDAS DE MITIGACION AM!IENTAL EN PROCESO DE E?ECUCION S#$ 120!LICA S#$ 1,


138/229

SISTEMA DE DESAGUE S#$ 17

ADECUADO PRACTICAS DE PO!LACION EN EL MANE?O DE LOS RRSS S#$ 91


139/229

TERNATIVA 1

ALUE

04 MES 05 MES 06 MES 07 MES 08 MES 09 MES 10 MES 11 MES 12 MES 13

3,17400 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900

9,30000

2,82500

3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900

7,50000

3,87400 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900

2,50000

3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900 S= 3,54900

0,32500

7,50000

S= 1,361,40000 S= 907,60000

S= 1,361,40000 S= 907,60000

8,97721 S= 276,95190 S= 76,46931 S= 67,87405 S= 64,02752 S= 217,07070 S= 579,88664 S= 1,578,14645 S= 913,88943

6,72333 S= 44,11815

8,76088 S= 139,17392

S= 60,16683 S= 42,97631 S= 34,38105 S= 17,19052 S= 17,19052

S= 13,34399 S= 7,18523

S= 33,98108 S= 18,29750

S= 17,77242

S= 27,71492

S= 33,75000 S= 11,25000

S= 72,20614 S= 56,16033 S= 32,09162S= 53,01473 S= 41,23368 S= 23,56210

S= 49,96420 S= 38,86105 S= 22,20631

S= 167,52566 S= 130,29774 S= 74,45585

S= 73,21536 S= 56,94528 S= 32,54016

S= 856,85020 S= 461,38087

S= 20,28812 S= 15,77965 S= 9,01694

S= 52,17172 S= 28,09247

S= 214,49993 S= 214,49993

1,48100 S= 11,48100 S= 11,48100 S= 11,48100 S= 11,48100 S= 11,48100 S= 11,48100 S= 11,48100 S= 11,48100

S= 85,95879 S= 66,85684 S= 38,20391


140/229

2,01200 S= 12,01200 S= 12,01200 S= 12,01200 S= 12,01200 S= 12,01200 S= 12,01200

0,00000 S= 10,00000 S= 10,00000 S= 10,00000 S= 10,00000 S= 10,00000 S= 10,00000

9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= :

9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000 S= 9,14000

0,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= :

0,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000 S= 10,35000

5,51521 S= 303,53990 S= 103,05731 S= 94,46205 S= 90,61552 S= 243,65870 S= 1,967,87464 S= 2,512,33445 S= 940,47743 S= :

7


141/229

0 00 00 00 00 00 00 1000 00 00

0 00 00 00 00 00 00 1000 00 00

0 00 00 00 00 00 750 250 00 00

0 00 00 00 00 450 350 200 00 00

0 00 00 00 00 450 350 200 00 00

0 00 00 00 00 00 450 350 200 00

0 00 00 00 00 00 450 350 200 00

0 00 00 00 00 00 450 350 200 00

0 00 00 00 00 00 00 650 350 00

0 00 00 00 00 00 450 350 200 00

0 00 00 00 00 00 00 650 350 00

0 00 00 00 00 00 00 500 500 00

0 100 100 100 100 100 100 100 100 00

0 00 00 00 00 00 00 00 00 00

0 00 00 00 00 00 450 350 200 000 100 100 100 100 100 100 100 100 00

0 100 100 100 100 100 100 100 100 00

0 100 100 100 100 100 100 100 100 00

0 100 100 100 100 100 100 100 100 00

91 91 91 91 91 91 91 91 91

91 91 91 91 91 91 91 91 91

0 00 00 00 00 00 00 00 00 00

0 00 00 00 00 00 00 00 00 10000 80 80 80 80 80 80 80 80 80


142/229

CRONOGRAMA DE EJECUCIÓN DE OBRA ALTERNATIVA 01

COMPONENTES TOTAL BIMESTRE 1 BIMESTRE 2

654,740.000.00 626,348.00

95.66

936,140.000.00 907,748.00

96.97

2,269,000.000.00

0.00

5,131,996.571,000,000.00 357,680.58

19.49 6.97

91,400.000.00 18,280.00

20.00

103,500.000.00 20,700.00

20.00

COSTO DIRECTO 9,186,776.57 1,000,000.00 1,930,756.58

*'(' %E E'(%& %E&+&(&: ;2.06< 195,225.48195,225.48

100.00

*'(' E+ER*E' ;3.16< 299,085.840 54,379.24

18.18

*'(' %E '"ER:&'&=+ ;1.30< 122,824.0022,331.64

18.18

*'(' %E &>&%*)&=+ %E "R?E)( ;0.26< 24,424.50

E'(&+ *%@&+&'(R*(&:* ;0.72< 68,631.238,235.75 10,981.00

12.00 16.00

TOTAL PRESUPUESTO 9,896,967.621,203,461.23 2,018,448.46

12.16 20.39

9,896,967.62

)@"+E+(E +A 01 - *%E)*% *@*)E+*@&E+(, 'ERE*% ? $*RR&%%E RE'&%' '&%'

)@"+E+(E +A 02 - '&)&E+(E )*"*)&%*% "ER*(&:* %E RE)E))&+'EE)(&:* ? (R*+'"R(E %E R'@

)@"+E+(E +A 03 - *%E)*%*' )+%&)&+E' %E (R*(*@&E+( ?RE*"R:E)B*@&E+( %E ' R'@

)@"+E+(E +A 04 - '&)&E+(E &+R*E'(R)(R* %E %&'"'&)&+ &+*%E R'@

)@"+E+(E +A 05 - '&)&E+(E )+)&@&E+( ? 'E+'&$&&C*)&+ %E *"$*)&+ %E ' R'@

)@"+E+(E +A 06 - *%E)*%*' BERR*@&E+(*' %E E'(&+ %E 'ER:&)&%E * +&%*% "ER*(&:*


143/229

CRONOGRAMA DE EJECUCIÓN DE OBRA ALTERNATIVA 02

COMPONENTES TOTAL BIMESTRE 1 BIMESTRE 2

E&)&E+(E )*"*)&%*% "ER*(&:*, %E RE)E))&=+ ? (R*+'"R(E %E RE'&% 654,740.000.00 0.00

0.00

E&)&E+(E E'(&=+ *%@&+&'(R*(&:* ? &+*+)&ER* 936,140.000.00 0.00

0.00

*%E)*%* "RD)(&)* '*+&(*R&* %E * "$*)&=+. 2,269,000.000.00

0.00

*%E)*%* "RD)(&)* '*+&(*R&* %E * "$*)&=+. 5,416,388.570.00 0.00

0.00 0.00

*%E)*%* "RD)(&)* '*+&(*R&* %E * "$*)&=+. 91,400.000.00 0.00

0.00

*%E)*%* "RD)(&)* '*+&(*R&* %E * "$*)&=+. 103,500.000.00 0.00

0.00

COSTO DIRECTO 9,71,168.57 0.00 0.00

*'(' %E E'(%& %E&+&(&: ;2.06< 195,225.480.00

0.00

*'(' E+ER*E' ;3.16< 299,085.840 #:*E!

#:*E!

*'(' %E '"ER:&'&=+ ;1.30< 122,824.000.00

0.00

*'(' %E &>&%*)&=+ %E "R?E)( ;0.26< 24,424.50

E'(&+ *%@&+&'(R*(&:* ;0.72< 68,631.230.00 0.00

0.00 0.00

TOTAL PRESUPUESTO 10,181,359.620.00 #:*E!

0.00 #:*E!

'. 10,181,359.62


144/229

BIMESTRE 3 BIMESTRE BIMESTRE 5 BIMESTRE 6 BIMESTRE 7

7,098.00 7,098.00 7,098.00 7,098.00 0

1.08 1.08 1.08 1.08

7,098.00 7,098.00 7,098.00 7,098.00 0

0.76 0.76 0.76 0.760.00 0.00 1,361,400.00 907,600.00 0

0.00 0.00 60.00 40.00

353,421.21 131,901.57 796,957.33 2,492,035.88 0

6.89 2.57 15.53 48.56

18,280.00 18,280.00 18,280.00 18,280.00 0

20.00 20.00 20.00 20.00

20,700.00 20,700.00 20,700.00 20,700.00 0

20.00 20.00 20.00 20.00

06,597.21 185,077.57 2,211,533.33 3,52,811.88 0.00

54,379.24 54,379.24 54,379.24 54,379.24 27189.62

18.18 18.18 18.18 18.18 9.09

22,331.64 22,331.64 22,331.64 22,331.64 11165.82

18.18 18.18 18.18 18.18 9.09

24,424.50

100.0010,981.00 10,981.00 10,981.00 10,981.00 5,490.50

16.00 16.00 16.00 16.00 8.00

494,289.09 272,769.44 2,299,225.21 3,540,503.75 68,270.44

4.99 2.76 23.23 35.77 0.69


145/229

BIMESTRE 3 BIMESTRE BIMESTRE 5 BIMESTRE 6 BIMESTRE 7

0.00 0.00 0.00 0.00 0

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0

0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

#:*E! 0.00 0.00 0.00 0.00

#:*E! 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00

0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

#:*E! 0.00 0.00 0.00 0.00

#:*E! 0.00 0.00 0.00 0.00


146/229

DESCRIPCION UNID AL A!O CANT

COSTO S".

A!O

O DE OPERACIÓN

ONAL ADMINISTRATIVO

&'(R*%R %E 'ER:&)& "E 12.00 1.00 36,000.00

*%R ;EE %E &@"&EC* "$&)*< "E 12.00 1.00 8,400.00

ICIO DE BARRIDO

NO DE OBRAE+%ER' "E 12.00 24.00 172,800.00

ERIALES DE TRABAJO

%R +&% 1.00 6.00 342.00

E%R @E(*&) +&% 4.00 24.00 1,920.00

$* %E "** +&% 4.00 25.00 1,000.00

*' "*R* $& +&% 2.00 10.00 405.00

R* "*R* $&' +&% 2.00 10.00 220.00

IPOS DE PROTECCIÓN P"PERSONAL %UNI&ORME'

(E' E$E "*RE' 2.00 100.00 1,300.00

E* @E(R' 2.00 12.00 120.00' E$E "+(* *)ER "*RE' 1.00 100.00 3,000.00

RER +&% 2.00 24.00 1,248.00

E' +&% 2.00 22.00 2,310.00

B' &@"ER@E*$E +&% 1.00 24.00 552.00

E+(*R&* "ER'+* +@$R*% $* 2.00 4.00 1,836.00

RE+(E R*+*% $'*' 4.00 8.00 336.00

+ %E R"* +&% 4.00 15.00 162.00

OLECCIÓN ( TRANSPORTE

NO DE OBRA

ER %E :EB&) RE)E)(R "E 1.00 12.00 10,800.00

*RE' %E :EB&) %E RE)E))&+ "E 2.00 12.00 14,400.00


(E' )ER +&% 2.00 20.00 290.00

E* +&% 2.00 2.00 20.00

' +&% 2.00 10.00 600.00

RER +&% 2.00 3.00 156.00

)' +&% 2.00 4.00 480.00

B &@"ER@E*$E +&% 1.00 5.00 115.00

DE VE)ICULO

'(&$E + 12.00 200.00 27,696.00

R $&*(R& %E *))&%E+(E' '*( 'ER:&)& 1.00 1.00 1,200.00

TERIAL DE ASEO

RE+(E R*+*% $'*' 4.00 2.00 84.00

+ %E R"* +&% 4.00 5.00 54.00

OSICION &INAL

O DE OBRA

R*% %E *RE* "E 1.00 12.00 7,200.00

*R&' "E 10.00 12.00 72,000.00

ERIALES DE TRABAJO

* "*R* $& )+ )*@*R* +&% 2.00 40.00 1,620.00

+*' +&% 1.00 3.00 84.00

* *+*%ER* @E(R 1.00 50.00 400.00

R&' +&% 1.00 6.00 90.00


(E' %E )ER RERC*% +&% 2.00 80.00 1,160.00

DE LA MUNICIPALIDAD PROVINCIAL DE ESPINAR # CUSCO %A!O 2010'


147/229

R*%RE' )+ &(R +&% 1.00 30.00 417.00

' "+(* *)ER +&% 2.00 20.00 2,600.00

' %E 'ER&%*% +&% 2.00 25.00 900.00

E* @E(R' 2.00 5.00 50.00

RER +&% 2.00 12.00 624.00

)' +&% 2.00 14.00 1,680.00

B &@"ER@E*$E +&% 1.00 11.00 253.00

TERIAL DE ASEO

RE+(E R*+*% $'*' 4.00 15.00 630.00+ %E R"* +&% 4.00 30.00 324.00

+)& %) 2.00 4.00 336.00

*' %E *'E "E>EG*' +&% 1.00 30.00 450.00

TERIAL PARA CONSUMO PERSONAL

E E:*"R*%* %E 48 +&%. )** 4.00 10.00 3,816.00

TERIAL PARA BOTI$UIN

B @E%&)&+* 1. R*')' 2.00 10.00 180.00

&+* +&% 2.00 10.00 180.00

R*%R*"' +&% 2.00 7.50 67.50

%=+ "*>E(E 1.00 3.00 108.00ROS

E' +&% 1.00 5.00 200.00

' %E ?(E +&% 1.00 50.00 500.00

E' %E *)E&(E +&% 1.00 10.00 70.00

+E' %E @*%ER* +&% 1.00 10.00 80.00

R* E)*&"( R&' "&EC* 1.00 20.00 760.00

&) F4 %E *+)B @E(R 1.00 25.00 200.00

R* "*R* (R*&) *+ 1.00 4.00 192.00

*)R&&) *+ 1.00 2.00 35.60

)'(' %E "ER*)&=+


148/229

TOS DE MANTENIMIENTO

OLECCIÓN ( TRANSPORTE

NTENIMIENTO DE VE)ICULO

CIO DE MECANICA $ 2.00 1.00 600.00

ESTOS VE)ICULARES

E %E @(R $*%E' 1.00 2.00 700.00

E %E @(R *+ 1.00 5.00 350.00

%E )@$'(&$E +&% 2.00 1.00 400.80

%E *&RE "R&@*R& +&% 2.00 1.00 990.00 %E *)E&(E 'E)+%*R& +&% 2.00 1.50 1,230.00

%E )@$'(&$E +&% 2.00 1.00 332.00

%E B&%R&+* +&% 1.00 2.00 185.00

%E *)E&(E +&% 1.00 1.00 47.60

E @EE +&% 1.00 2.00 597.00

TENIMIENTO DE CARRETERA

EC* %E :&*' $ 1.00 1.00 1,000.00

%E $*)BE' $ 1.00 1.00 500.00

ICIO DE BARRIDO ( DISPOSICION &INAL

$ 1.00 1.00 2,887.00

E'(' )*GER&*' ? *))E'R&' $ 1.00 12.00 180.00

*%R*' I&' 1.00 20.00 260.00

BE' "*R* *+(* %E $& +&% 1.00 200.00 200.00

E(E' %E @* +&% 1.00 20.00 50.00

R* "*R* $& +&% 2.00 20.00 440.00

*% %E ** $* 12.00 12.00 1,661.76

)'(' %E @*+(E+&@&E+(

COSTO DE OPERACIÓN ( MANTENIMIENTO

RUBROS DE OPERACIÓN Y MANTENIMIENTO

n Costo Unitario Cantidad Costo Total

ONAL ADMINISTRATIVO 44,400.00 1 44400

CIO DE BARRIDO 187,551.00 1 187551

LECCIÓN Y TRANSPORTE 55,895.00 1 55895

OSICION FINAL 97,207.10 1 97207.1

LECCIÓN Y TRANSPORTE 6,92.40 1 692.4

CIO DE BARRIDO Y DISPOSICION FINAL 5,678.76 1 5678.76

E COSTOS DE OPERACIÓN Y MANTENIMIENTO $"%&&'()&

)& %E RE*))&+ %E )*RRE(*', R*'(R&',(&*'


149/229

CIAL S". TOTAL S".

))

,00.00 ,00.00 0.91 40359.6

187,551.00

172,800.00 0.66 1140480

3,887.00 0.847 3294.0677966102

10,86.00 0.847 9206.779661017

55,895.00

25,200.00 0.66 16632

1,661.00 0.847 1407.6271186441

28,896.00 0.61 17626.56

138.00 0.847 116.9491525424

97,207.10

79,200.00 0.66 52272

2,19.00 0.847 1859.3220338983

7,68.00 0.847 6511.8644067797

"RE)&'')&*E'


150/229

1,70.00 0.847 1474.5762711864

3,816.00 0.847 3233.8983050848

0

535.50 0.847 453.813559322

2,037.60 0.847 1725.8472

385,053.10 270222.905505085


151/229

FF CC6,932.40

600.00 0.847 508.2

4,832.40 0.847 4093.0428

1,500.00 0.847 1270.5

5,678.76 5,678.76 0.847 4809.90972

12,611.16 10682

397,66.26 280,90.56

PRECIOSSOCIALES


152/229

RE@UERIMIENTOS NECESARIOS PARA EL SISTEMA DE BARRIDO A+O 201,

DESCRIPCION UNID CANTCOSTO S#$

P$U$ A+ORACIÓNNO DE OBRA

E+%ER' "E 12.00 30.00 900.00 324,000.00

ERIALES DE TRABAJO

E+E%RE' @:&E' +&% 1.00 32.00 290.00 9,280.00

%R' +&% 1.00 20.00 50.00 1,000.00

E%R @E(*&) +&% 4.00 32.00 20.00 2,560.00$* %E "** +&% 8.00 32.00 10.00 2,560.00


(E' E$E "*RE' 12.00 120.00 7.00 10,080.00

(E' %E )ER )+ REERC "*@* "*RE' 12.00 120.00 6.80 9,792.00

' E$E "+(* *)ER "*RE' 4.00 32.00 37.00 4,736.00

RER +&% 2.00 32.00 20.00 1,280.00

E' +&% 2.00 32.00 40.00 2,560.00

)' +&% 2.00 3.00 70.00 420.00

*R&*' %E (RE' &(R' +&% 4.00 32.00 10.00 1,280.00

*R&*' %E (E* +&% 2.00 32.00 4.00 256.00

B' &@"ER@E*$E +&% 1.00 32.00 25.00 800.00

@E+(*R&* "ER'+* +@$R*% $* 1.00 3.00 250.00 750.00

ER+* "*R* )*$EC* +&% 1.00 3.00 18.00 54.00

IPO DE ASEO

+ &>&% &(R 12.00 1.00 5.90 70.80

DICAMENTOSB &(R 1.00 2.00 4.00 8.00F&E+*%* &(R 1.00 2.00 5.00 10.00

* E'(ER& 10F10 +&% 1.00 10.00 2.00 20.00R*%R*" 5F4.5 +&% 1.00 10.00 4.00 40.00(*' )** 1.00 3.00 5.50 16.50*' R 1.00 8.00 3.00 24.00*@ %E $%* +&% 1.00 1.00 5.50 5.50)*@E+(' %R %E )*$EC* )** 1.00 32.00 2.00 64.00)*@E+(' %R @')*R )** 1.00 32.00 1.80 57.60)*@E+(' R&"E )** 1.00 32.00 1.50 48.00%=+ 250 R "*>E(E 1.00 4.00 11.00 44.00>&+ %E @*%ER* +&% 1.00 1.00 50.00 50.00ENIMIENTO

TENIMIENTO DE E$UIPO*' "*R* )+(E+E%RE' @:&E' +&% 2.00 32.00 10.00 640.00

)& %E RE*))&+ %E )+(E+E%RE' $ 1.00 16.00 30.00 480.00

R* *(EF +&% 2.00 10.00 40.00 800.00)& %E "&+(*% +&% 2.00 1.00 150.00 300.00

AL A+OIDA UTIL


153/229



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)*%* 4 *G'&")&+ +&%*% )*+(&%*% ".. ((* ".". ACIÓN 32,000.00

E+%ER' @E'E' 12.00 30.00 900.00 324,000.00

TENIMIENTO 2,220.00

*' "*R* )+(E+E%RE' @:&E' +&% 2.00 32.00 10.00 640.00

)& %E RE*))&+ %E )+(E+E%RE' $ 1.00 16.00 30.00 480.00

R* *(EF +&% 2.00 10.00 40.00 800.00

)& %E "&+(*% +&% 2.00 1.00 150.00 300.00

COSTOS DE OPERACIÓN ( MANTENIMIENTO 326,220.00

E))&+ ? (R*+'"R(E

RE@UERIMIENTOS NECESARIOS PARA EL SISTEMA DE RECOLECCION Y TRANSPORTE A+O 201


P$U$ A ORACIÓNNO DE OBRA

ER %E :EB&) RE)E)(R "E 12.00 3.00 2,000.00 72,000.00

*RE' %E :EB&) %E RE)E))&+ "E 12.00 6.00 900.00 64,800.00


(E' )ER )+ REERC "*@* "*R 12.00 32.00 6.80 2,611.20(E' %E E$E "*R 12.00 32.00 7.00 2,688.00

' )+ "+(*' %E *)ER "*R 4.00 8.00 37.00 1,184.00

RER +&% 2.00 8.00 20.00 320.00

)' +&% 2.00 8.00 70.00 1,120.00

B &@"ER@E*$E +&% 1.00 8.00 25.00 200.00

+&% 1.00 8.00 12.00 96.00

*R&*' %E (RE' &(R' +&% 4.00 8.00 10.00 320.00

*R&* %E (E* +&% 2.00 8.00 4.00 64.00

E' %E "R(E))&+ +&% 4.00 8.00 8.00 256.00

O DE VE)ICULO

'(&$E + 12.00 400.00 12.99 62,352.00

R $&*(R& %E *))&%E+(E' '*( 'ER:&)& 3.00 1.00 1,200.00 3,600.00

TERIAL DE ASEO

+ &>&% &(R 12.00 1.00 5.90 70.80DICAMENTOSB &(R 1.00 2.00 4.00 8.00F&E+*%* &(R 1.00 2.00 5.00 10.00

* E'(ER& 10F10 +&% 1.00 10.00 2.00 20.00

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R*%R*" 5F4.5 +&% 1.00 10.00 4.00 40.00(*' )** 1.00 3.00 5.50 16.50*' R 1.00 8.00 3.00 24.00

*@ %E $%* +&% 1.00 1.00 5.50 5.50)*@E+(' %R %E )*$EC* )** 1.00 30.00 2.00 60.00)*@E+(' %R @')*R )** 1.00 30.00 1.80 54.00)*@E+(' R&"E )** 1.00 30.00 1.50 45.00%=+ 250 R "*>E(E 1.00 4.00 11.00 44.00>&+ %E @*%ER* +&% 1.00 1.00 30.00 30.00+(R +&% 1.00 1.00 350.00 350.00


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NTENIMIENTONTENIMIENTO DE VE)ICULO

CIO DE MECANICA $ 2.00 4.00 750.00 6,000.00

ESTOS VE)ICULARESE %E @(R $*%E' 2.00 8.00 350.00 5,600.00

E %E @(R *+ 2.00 20.00 70.00 2,800.00

%E )@$'(&$E +&% 4.00 4.00 200.40 3,206.40

%E *&RE "R&@*R& +&% 4.00 4.00 495.00 7,920.00

%E *)E&(E 'E)+%*R& +&% 4.00 6.00 410.00 9,840.00

%E )@$'(&$E +&% 4.00 4.00 166.00 2,656.00

%E B&%R&+* +&% 3.00 4.00 92.50 1,110.00

%E *)E&(E +&% 3.00 4.00 47.60 571.20

%E @EE +&% 3.00 8.00 298.50 7,164.00NTENIMIENTO DE CARRETERA

EC* %E :&*' $ 1.00 1.00 2,500.00 2,500.00

%E $*)BE' $ 1.00 1.00 500.00 500.00


AYUDANTES NECESARIOS PARA EL SERICIO DE RECOLECCION Y TRANSPORTE EN ESPINAR 2

&)&+ 5 *G&")&+ +&%*% )*+(&%*% ".. ((* ".". ONAL 212,318.20

ER %E :EB&) RE)E)(R "E 12 3 2000 72,000.00

*RE' %E :EB&) %E RE)E))&+ "E 12 6 900 64,800.00

&"' %E "R(E))&=+ ""ER'+* ;+&R@E< 8,859.20

%E :EB&) 65,952.00

%&)*@E+(' 707.00

TENIMIENTO 3,000.00

+(E+&@&E+( %E :EB&) $ 1 1 0.00 0.00

+(E+&@&E+( %E )*RRE(ER* $ 1 1 3,000.00 3,000.00 OSICION 1,522,500.00

'&)&+ %E +&%*%E' )@"*)(*%RE' +% 1.00 3.00 507,500.00 1,522,500.00

COSTOS DE OPERACIÓN ( MANTENIMIENTO 1,737,818.20


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:E)B*@&E+( ? (R*(*@&E+(

RE@UERIMIENTOS NECESARIOS PARA EL SISTEMA DE REAPROEC.AMIENTO Y TRATAMIENTO 20


P$U$ A ORACIÓNNO DE OBRA*R&' "E 4.00 12.00 1,000.00 48,000.00

+* "E 13.00 12.00 900.00 140,400.00

ERIALES DE TRABAJOE(&*' +&% 2.00 2.00 120.00 480.00

' +&% 2.00 2.00 16.00 64.00

' +&% 2.00 2.00 15.00 60.00

+%* @E(*&)* +&% 1.00 2.00 50.00 100.00'*)' 2.00 10.00 3.00 60.00

ER* @E(R' 1.00 100.00 1.50 150.00

*' "%*%R*' @*+* +&% 2.00 4.00 15.00 120.00

ER' $ 1.00 500.00 1.00 500.00

IPOS DE PROTECCIÓN P"PERSONAL %UNI&ORME'(E' %E )ER RERC*% +&% 12.00 8.00 6.80 652.80

(E' %E E$E +&% 12.00 8.00 7.00 672.00

*R&*' %E (RE' &(R' +&% 4.00 8.00 10.00 320.00

' "+(* *)ER +&% 4.00 8.00 37.00 1,184.00

' %E 'ER&%*% +&% 4.00 8.00 8.00 256.00

RER +&% 2.00 2.00 20.00 80.00

)' +&% 2.00 2.00 70.00 280.00

B &@"ER@E*$E +&% 1.00 2.00 23.00 46.00

* :&E+(' +&% 2.00 2.00 25.00 100.00

)' +&% 1.00 2.00 12.00 24.00

TERIAL DE ASEO

+ &>&% %) 12.00 1.00 5.90 70.80

*' %E *'E "E>EG*' +&% 2.00 11.00 15.00 330.00

TENIMIENTONTENIMIENTO DE E$UIPO* "*R* $& )+ )*@*R* +&% 2.00 2.00 25.00 100.00

*R* "*R* $&' +&% 4.00 2.00 7.00 56.00)BE' "*R* *+(*' )+ @* )** 4.00 1.00 7.00 28.00'*% %E ** $ 12.00 1.00 50.00 600.00


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)*%* 4 *G'&")&+ +&%*% )*+(&%*% ".. ((* ".".

ONAL 8,000.00

*R&' "E 4 12 1000 48,000.00

TENIMIENTO 78.00

* "*R* $& )+ )*@*R* +&% 2 2 25 100.00

*R* "*R* $&' +&% 4 2 7 56.00

BE' "*R* *+(*' )+ @* )** 4 1 7 28.00

*% %E ** $ 12 1 50 600.00

COSTOS DE OPERACIÓN ( MANTENIMIENTO 8,78.00

'&)&+ &+*

RE@UERIMIENTOS NECESARIOS PARA LA DISPOSICION FINAL


P$U$ A ORACIÓNNO DE OBRA

R*% %E *RE* "E 1.00 12.00 900.00 10,800.00

*R&' "E 18.00 12.00 900.00 194,400.00

TERIALES DE TRABAJOR&' +&% 2.00 12.00 50.00 1,200.00

R&' @*+*E' +&% 2.00 12.00 15.00 360.00

E(&*' +&% 2.00 12.00 120.00 2,880.00

' +&% 2.00 12.00 16.00 384.00

' +&% 2.00 12.00 15.00 360.00+* +&% 1.00 1.00 28.00 28.00

* *+*%ER* @E(R 1.00 50.00 8.00 400.00

R+* )+ $*(ER&* @*+* +&% 1.00 1.00 18.00 18.00

ER' *@$&E+(*E' +& 10.00 200.00 200.00 200.00


(E' %E )ER RERC*% +&% 12.00 48.00 6.80 3,916.80

(E' %E E$E +&% 12.00 48.00 7.00 4,032.00

*R&*' %E (RE' &(R' +&% 4.00 48.00 10.00 1,920.00

' "+(* *)ER +&% 4.00 48.00 37.00 7,104.00

E' %E 'ER&%*% +&% 4.0

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