Presupuesto Analitico Km21 41' Presentado

8/18/2019 Presupuesto Analitico Km21 41' Presentado

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D E S A G R E G A D O D E E Q U I P O

MAQUINARIA COSTO REPARAC. COMBUSTIBLE LUBRICANTES FILTROS

TOTAL MANTEN. Y GRASAS

Tractor de Oruga 48.50% 41.70% 2.32% 0.93%

D7-D 190 - 240 HP 4,050,016.25 1,964,257.88 1,688,856.78 93,960.38 37,665.15

Moton!e"adora 21.97% 51.82% 4.36% 1.76%

#$T 125 HP 606,881.99 133,331.97 314,486.25 26,460.05 10,681.12

od""o "&o $uto'ro'. 32.72% 41.00% 3.53% 1.18%

7-9 Ton. 614,614.20 201,101.77 251,991.82 21,695.88 7,252.45

#argador (rornta" 36.04% 45.00% 3.40% 1.36%

#$T 950 125-155 HP 6,816,753.22 2,456,757.86 3,067,538.95 231,769.61 92,707.84

)o"*uete 10 +3 18.89% 60.00% 5.24% 2.09%

7,712,721.85 1,456,933.16 4,627,633.11 404,146.62 161,195.89

#anoneta 44 18.89% 64.40% 5.24% 2.09%

- - - -

#a+on aranda 18.89% 60.00% 5.24% 2.09%

1,523.60 287.81 914.16 79.84 31.84

#a+n &&terna 20.83% 55.00% 5.22% 2.09%

3000 /"n 1,141,400.00 237,753.62 627,770.00 59,581.08 23,855.26

Motoo+a 34 HP 8 12.95% 18.00% 0.80% 0.32%

7 HP 156,250.00 20,234.38 28,125.00 1,250.00 500.00

etro ca!adora 36.04% 46.00% 3.40% 1.36%

160 H' 75,995.00 27,388.60 34,957.70 2,583.83 1,033.53

arredora +ecanca 32.72% 41.92% 3.53% 1.18%

23,080.00 7,551.78 9,675.14 814.72 272.34

Mec"adora 86.27% 0.00% 0.00% 0.00%

9P3 - - - -

P"anca #o+'actadora 12.95% 18.65% 0.80% 0.32%

7 HP - - - -

)rador 2.4 100.00% 0.00% 0.00% 0.00%

4 HP - - - -

Pa!+entadora &ore oruga 21.85% 57.60% 4.00%

100 HP 42,825.50 9,357.37 24,667.49 1,713.02 -

#a+on +'r+ador 1800 ga" 21.97% 54.88% 4.36% 1.76%

210 HP 69,360.00 15,238.39 38,064.77 3,024.10 1,220.74

#ancadora 'r+ara &ecundara 21.97% 54.88% 4.36% 1.76%

75 HP 298,317.11 65,540.27 163,716.43 13,006.63 5,250.38

Ma*una 'ara 'ntar 100.00% 0.00% 0.00% 0.00%

'a!+ento 156,250.00 2,250.00 - - -

o"dadora e"ectrca 100.00% 0.00% 0.00% 0.00%

Hoart ctran&. 6,900.00 6,900.00 - - -

Moto&erra 100.00% 0.00% 0.00% 0.00%

de 30 2,080.00 2,080.00 - - -

/ru'o e"ectrogeno 36.04% 45.76% 3.40% 1.36%

140 H' 55,469.70 19,991.28 25,382.93 1,885.97 754.39

250-330 PM# - - - -

Mart""o eu+atco 75.00% 0.00% 0.00% 0.00%

29 : - - - -


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Teodo"to ; 100.00% 0.00% 0.00% 0.00%

!e" - - -

TOT$: D PO 21,830,438.42 6,626,956.13 10,903,778.81 861,971.73 342,420.94

:>#>T$DO 10,155,396.81

781,184.37

49.95


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NEUMATICO OPERARIO

0.00% 6.55% 1.00000

- 265,276.06 4,050,016.25

3.54% 16.55% 1.00000 -

21,483.62 100,438.97 606,881.99

2.67% 18.90% 1.00000 -

16,410.20 116,162.08 614,614.20

2.19% 12.01% 1.00000 -

149,286.90 818,692.06 6,816,753.22

5.46% 8.32% 1.00000 -

421,114.61 641,698.46 7,712,721.85

1.06% 8.32% 1.00000

- - -

5.46% 8.32% 1.00000 -

83.19 126.76 1,523.60

4.87% 11.99% 1.00000 -

55,586.18 136,853.86 1,141,400.00

0.65% 67.28% 1.00000 -

1,015.63 105,125.00 156,250.00

1.19% 12.01% 1.00000 -

904.34 9,127.00 75,995.00

1.75% 18.90% 1.00000

403.90 4,362.12 23,080.00

13.73% 0.00% 1.00000

- - -

0.00% 67.28% 1.00000

- - -

0.00% 0.00% 1.00000

- - -

16.55% 1.00000 -

- 7,087.62 42,825.50

0.48% 16.55% 1.00000

332.93 11,479.08 69,360.00

0.48% 16.55% 1.00000

1,431.92 49,371.48 298,317.11

0.00% 0.00% 1.00000

- - 2,250.00

0.00% 0.00% 1.00000

- - 6,900.00

0.00% 0.00% 1.00000

- - 2,080.00

1.43% 12.01% 1.00000

793.22 6,661.91 55,469.70

- - -

0.00% 25.00% 1.00000

- - -


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0.00% 0.00%

- - 21,676,438.42

668,846.63 2,272,462.47 21,676,436.71

1.71


5/41

PRESUPUESTO ANALITICO

PROYECTO CONSTRUCCION !E LA CARRETERA TAMBOGRAN!E "M 21. #IA PIUR

PLA%O E&ECUC425 !IAS CALEN!ARIO

FEC$A OCTUBRE !EL 2011

!ETALLEPRESUPUESTOPARTI!A

ESPECIFICA COSTO!IRECTO

GASTOSGENERALES

GASTOS !ESUPER#ISION

2.6.2.3.2.4 RETRIBUCIONES Y COPLEMENTOS 2,440,369.28 1,738,162.19 '

Mano de ora 2,757,617.28 1,964,123.28

Mae&tro de ora ?'"an""a@ 67,483.44

To'ograo ?'"an""a@ 5,470.38 60,379.92

ca'ata 305,747.53

O'eraro 246,111.34

Oca" 227,926.84

Peon 1,972,361.19

#onductor ca+oneta 133,191.00

e&dente 207,186.00

$&&tente re&dente 876,100.80

$d+n&trador de Ora 124,311.60$&&tente de $d+n&trador 79,914.60

ecretara 44,397.00

P"an""ero - Pagador 44,397.00

$"+acenero 71,035.20

$;udante& de $"+acen 127,863.36

/uardAn 127,863.36

2.62.3.2.4.1 OBLIGACIONES !EL EMPLEA!OR 317,248.01 225,961.09 '

Mano de ora 317,248.01

e&dente

$&&tente re&dente

/uardan ; a"+acenero 225,961.09

2.6.2.3.2.4.4 SER#ICIOS NO PERSONALES ' 294,000.00 '

#oordnador de ora 78,000.00

$&e&or :ega" 54,000.00

Per&ona" :ogB&tco $d+n&trat!o 108,000.00

&'eca"&ta en contratacone& ; ad*u&cone& 54,000.00

6.5.11.23 COMBUSTIBLE Y LUBRUCANTES 12,777,018.11 ' '

#o+u&t"e 10,903,778.81

:urcante& ; gra&a& 861,971.73

("tro& 342,420.94

eu+atco& 668,846.63

2.6.2.3.2.4.5 MATERIALES !E CONSTRUCCION 9,960,740.94 ' '

$"a+re ; c"a!o& 8,013.40

$cero& ?'erno&, acero, '"anca de acero @ 269,307.56

$gregado& ?$. /rue&a, P/@. 678,396.97

o"dadura &e""adora 1,794.00#e+ento, ;e&o 679,130.90

Madera, tr'"a; 53,540.00

Tnner &o"!ente& 9,214.30

Tnta& 926.60

Pntura 91,574.50

Tecno'or 34 1.202.40+ 4,945.20

$"cantar""a& TM# 48 379,140.00

/a!on de +a""a ga"!anada 645,776.90

/uarda!a& 28,956.08

Mcro e&era& de !dro 76,731.20

$&a"to 6,441,666.39

ero&ene ndu&tra" 219,998.00

/ra&a negra 7,500.00

$dt!o de&+o"dante, curador e""ador 118,845.44


6/41







GASTOSGENERALES


:A+na e"ect!a 122,722.99

Tuera P)# 14,123.43

Tuera (/ 49,300.60

Herra+enta& ?de&ga&te@ 59,136.48

2.6.2.3.2.5 BIENES !E CONSUMO ' 321,290.00 '

er!co de a"+entacon 98,400.00

$d*u&cn de /ru'o "ectrgeno 60,000.00

ado& 8,000.00

Mu"t+eda 1,000.00

agua 'ota"e ca+'a+ento 64,800.00

*u'o& de 'roteccon de" 'er&ona" 89,090.00

()*+-+(/ ( --(/ ' 389,324.92 'ca+a ca+arote con co"con ; +anta 37,500.00

!ent"adore& 3,750.00

Tan*ue de agua 'ara e" ca+'a+ento oto'"a& 2.5 +3 7,500.00

$d*u&cn de ca+oneta 183,000.00

$d*u&cn #a+oncto 'ara tran&'orte de +atera" 131,000.00

$d*u&cn de e*u'o to'ogrAco ?e&tacn tota" ; n!e" de ngenero@ 21,774.92

$d*u&cn de /P 4,800.00

COMPUTA!ORAS ' 61,200.00 '

>+'re&ora 5,600.00

#o+'utadora 40,200.00

&caner 400.00

P"oter 15,000.00

Mo!"aro

2.6.2.3.2.5.3 MATERIALES !E ESCRITORIO ' OFICINA ' 67,715.00 '

=t"e& de e&crtoro 55,245.00

&crtoro& 6,750.00

&""a& 1,200.00

e&tante& do& cuer'o& 2,520.00

'a'e"era 2,000.00

2.6.2.3.2.6.1 SER#ICIOS !E CONSULTOTRIA 12,711.84 5,000.00 '

n&a;o& de "aoratoro

D&eCo de +ec"a&

otura de 'roeta&

n&a;o& de ("e"dad

er!co de #ontro" de udo& 5,000.00

/eoreerencacon 12,711.84

'edente tcnco2.6.2.3.2.6.1 TARIFAS !E SER#ICIOS BASICOS ' 40,200.00 '

>nternet >na"a+rco con &er!co en "a ona 9,000.00

$d*u&cn de "cenca& &otEare 10 3,600.00

&u&c'con anua" a /oog"e eart Pro 3,600.00

ce"u"are& 24,000.00

2.6.2.3.2.6 ALQUILER !E BIENES MUEBLES 7,093,099.30 419,970.00 'o *uete e +

$"*u"er de ca+oneta 44 turo 216,000.00

*u'o de :aoratoro ?>nc".Tcnco&, Pruea& ; *u'o&@ 144,000.00

Mec"adora de 9 'c de 8 H' 27,180.00

#a+a aFa 18-25 Tn

)rador 2.4 de 4 H' 6,795.00

#o+'actadora !radora 4 H' 28,209.05

Garanda con +a""a 2 12 178,846.70


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GASTOSGENERALES


Mo!"acon ; de&+o!"acon 217,612.42 59,970.00

e'aracon ; +anten+ento 6,626,956.13

&tacon tota" 7,500.00

2.6.2.3.2.5.2 ME!ICAMENTOS ' 1,500.00 '

Medca+ento& a&co& ?ot*un@ 1,500.00

6.5.11.39 OTROS SER#ICIOS A TERCEROS F(( R(. Y -/., 4,407,582.31 520,860.00 '

#a+'a+ento>n&ta"acn 75,000.00

Manten+ento ; de'recacon de ca+'a+ento 7,500.00

/a&to& de +o!"acon de" 'er&ona" 15,120.00

Mano de ora o'eradore& +a*una& 2,272,462.47

P$#> 1,000,000.00

O'eracn de '"anta de a&a"to 1,105,119.84

Manten+ento de tran&to 30,000.00

#arte" ; a!&o& 7,000.00

er!co de )g"anca 234,240.00

("ete terre&tre 182,000.00

T O T $ :


8/41


PROYECTO CONSTRUCCION !E LA CARRETERA TAMBOGRAN!E "M 21. #IA PIURA C$ULUCANAS





GASTOSGENERALES


EPE!IENTE

TECNICO2.6.2.3.2.4 RETRIBUCIONES Y COPLEMENTOS 2,440,369.28 1,738,162.19 ' '

Mano de ora 2,757,617.28 1,964,123.28

Mae&tro de ora ?'"an""a@ 67,483.44

To'ograo ?'"an""a@ 5,470.38 60,379.92

ca'ata 305,747.53

O'eraro 246,111.34

Oca" 227,926.84

Peon 1,972,361.19

#onductor ca+oneta 133,191.00

e&dente 207,186.00

$&&tente re&dente 876,100.80

$d+n&trador de Ora 124,311.60$&&tente de $d+n&trador 79,914.60

ecretara 44,397.00

P"an""ero - Pagador 44,397.00

$"+acenero 71,035.20

$;udante& de $"+acen 127,863.36

/uardAn 127,863.36

2.62.3.2.4.1 OBLIGACIONES !EL EMPLEA!OR 317,248.01 225,961.09 ' '

Mano de ora 317,248.01

e&dente

$&&tente re&dente

/uardan ; a"+acenero 225,961.09

2.6.2.3.2.4.4 SER#ICIOS NO PERSONALES ' 294,000.00 ' '

#oordnador de ora 78,000.00

$&e&or :ega" 54,000.00

Per&ona" :ogB&tco $d+n&trat!o 108,000.00

&'eca"&ta en contratacone& ; ad*u&cone& 54,000.00

6.5.11.23 COMBUSTIBLE Y LUBRUCANTES 12,777,018.11 ' ' '

#o+u&t"e 10,903,778.81

:urcante& ; gra&a& 861,971.73

("tro& 342,420.94

eu+atco& 668,846.63

2.6.2.3.2.4.5 MATERIALES !E CONSTRUCCION 9,960,740.94 ' ' '

$"a+re ; c"a!o& 8,013.40

$cero& ?'erno&, acero, '"anca de acero @ 269,307.56

$gregado& ?$. /rue&a, P/@. 678,396.97

o"dadura &e""adora 1,794.00#e+ento, ;e&o 679,130.90

Madera, tr'"a; 53,540.00

Tnner &o"!ente& 9,214.30

Tnta& 926.60

Pntura 91,574.50

Tecno'or 34 1.202.40+ 4,945.20

$"cantar""a& TM# 48 379,140.00

/a!on de +a""a ga"!anada 645,776.90

/uarda!a& 28,956.08

Mcro e&era& de !dro 76,731.20

$&a"to 6,441,666.39

ero&ene ndu&tra" 219,998.00

/ra&a negra 7,500.00

$dt!o de&+o"dante, curador e""ador 118,845.44


9/41







GASTOSGENERALES


EPE!IENTE

TECNICO:A+na e"ect!a 122,722.99

Tuera P)# 14,123.43

Tuera (/ 49,300.60

Herra+enta& ?de&ga&te@ 59,136.48

2.6.2.3.2.5 BIENES !E CONSUMO ' 321,290.00 ' '

er!co de a"+entacon 98,400.00

$d*u&cn de /ru'o "ectrgeno 60,000.00

ado& 8,000.00

Mu"t+eda 1,000.00

agua 'ota"e ca+'a+ento 64,800.00

*u'o& de 'roteccon de" 'er&ona" 89,090.00

()*+-+(/ ( --(/ ' 389,324.92 ' ' ca+a ca+arote con co"con ; +anta 37,500.00

!ent"adore& 3,750.00

Tan*ue de agua 'ara e" ca+'a+ento oto'"a& 2.5 +3 7,500.00

$d*u&cn de ca+oneta 183,000.00

$d*u&cn #a+oncto 'ara tran&'orte de +atera" 131,000.00

$d*u&cn de e*u'o to'ogrAco ?e&tacn tota" ; n!e" de ngenero@ 21,774.92

$d*u&cn de /P 4,800.00

COMPUTA!ORAS ' 61,200.00 ' '

>+'re&ora 5,600.00

#o+'utadora 40,200.00

&caner 400.00

P"oter 15,000.00

Mo!"aro

2.6.2.3.2.5.3 MATERIALES !E ESCRITORIO ' OFICINA ' 67,715.00 ' '

=t"e& de e&crtoro 55,245.00

&crtoro& 6,750.00

&""a& 1,200.00

e&tante& do& cuer'o& 2,520.00

'a'e"era 2,000.00

2.6.2.3.2.6.1 SER#ICIOS !E CONSULTOTRIA 12,711.84 5,000.00 ' '

n&a;o& de "aoratoro

D&eCo de +ec"a&

otura de 'roeta&

n&a;o& de ("e"dad

er!co de #ontro" de udo& 5,000.00

/eoreerencacon 12,711.84

'edente tcnco2.6.2.3.2.6.1 TARIFAS !E SER#ICIOS BASICOS ' 40,200.00 ' '

>nternet >na"a+rco con &er!co en "a ona 9,000.00

$d*u&cn de "cenca& &otEare 10 3,600.00

&u&c'con anua" a /oog"e eart Pro 3,600.00

ce"u"are& 24,000.00

2.6.2.3.2.6 ALQUILER !E BIENES MUEBLES 7,093,099.30 419,970.00 ' ' o *uete e +

$"*u"er de ca+oneta 44 turo 216,000.00

*u'o de :aoratoro ?>nc".Tcnco&, Pruea& ; *u'o&@ 144,000.00

Mec"adora de 9 'c de 8 H' 27,180.00

#a+a aFa 18-25 Tn

)rador 2.4 de 4 H' 6,795.00

#o+'actadora !radora 4 H' 28,209.05

Garanda con +a""a 2 12 178,846.70


10/41







GASTOSGENERALES


EPE!IENTE

TECNICOMo!"acon ; de&+o!"acon 217,612.42 59,970.00

e'aracon ; +anten+ento 6,626,956.13

&tacon tota" 7,500.00

2.6.2.3.2.5.2 ME!ICAMENTOS ' 1,500.00 ' '

Medca+ento& a&co& ?ot*un@ 1,500.00

6.5.11.39 OTROS SER#ICIOS A TERCEROS F(( R(. Y -/., 4,407,582.31 520,860.00 ' '

#a+'a+ento>n&ta"acn 75,000.00

Manten+ento ; de'recacon de ca+'a+ento 7,500.00

/a&to& de +o!"acon de" 'er&ona" 15,120.00

Mano de ora o'eradore& +a*una& 2,272,462.47

P$#> 1,000,000.00

O'eracn de '"anta de a&a"to 1,105,119.84

Manten+ento de tran&to 30,000.00

#arte" ; a!&o& 7,000.00

er!co de )g"anca 234,240.00

("ete terre&tre 182,000.00

T O T $ : 4


11/41

PO#TOI #OT=##>O D :$ #$T$ T$MO/$D M 21. )>$ P>=$ #H=:=#$$

De&cr'cn =nd. #antdad Preco . Parca"

MANO !E OBRATOPO/$(O 372.388 14.69 5,47

#$P$T$G 19,662.220 15.55 305,74

OP$>O 15,898.665 15.48 246,1

O(>#>$: 16,971.470 13.43 227,92

PO 163,139.884 12.09 1,972,36

2,757,61

MATERIALES

P:$ D #OMP$#>O $T$M>TO >)O:=T$>O g" 1.000 1,000,000.00 1,000,00

$:$M /O #O#>DO J 16 Kg 1,410.000 4.12 5,80

$:$M /O J 8 Kg 270.000 4.12 1,1

#:$)O P$$ M$D$ #O #$G$ D 3 Kg 265.000 4.12 1,09

PO HL$/O$: D 34 L 12 #T=#$$$D:$ u 350.000 11.54 4,03

PO 516L6 #O T=#$ $$D:$ Fgo 99.000 15.08 1,49

PO, T=#$ $$D:$ P/=$D$)>$ Fgo 61.000 15.08 9

$#O #O=/$DO ;N4200 Kgc+2 /$DO 60 Kg 37,972.000 5.08 192,89

:$M>$ (:#T>)$ $:T$ >T>D$D '2 805.000 55.77 44,89

:$M>$ (:#T>)$ $:T$ >T>D$D :$#$ '2 235.000 55.77 13,10

:$M>$ (:#T>)$ $:T$ >T>D$D )D '2 624.000 55.77 34,80

$$ /=$ +3 517.000 5.41 2,79

(>:: ?#MTO P.@ "& 14,215.000 27.91 396,74

O#$ DN20DN40 +3 5,630.000 120.00 675,60

$:#$T$>::$ MT$:>#$ DN48, N2.5 MM + 356.000 1,065.00 379,14

$($:TO :>DO #-250 ga" 86,596.000 11.54 999,3

OP$#>O D P:$T$ D $($:TO 60-70 Tn +3 14,806.000 74.64 1,105,1

#MTO $($:T>#O P 6070 ga" 473,766.000 10.65 5,045,60

#MTO POT:$D T>PO > ?42.5 Kg@ 'ue&to en ora "& 24,290.000 27.91 677,93

O D 28 g "& 100.000 11.97 1,19

TH> ga" 10.000 20.92 20

O:)T ga" 130.000 69.27 9,00

O:D$D=$ #::O#OD 601532 Kg 115.000 15.60 1,79

P/$MTO POL>#O ga" 1.000 463.24 46

::$DO >T=M>OO P:$TO:$T>#O + 2,000.000 15.10 30,20

$D>T>)O #=$DO D #O#TO ga" 150.000 27.72 4,15

$D>T>)O MO$DO D $DH#>$ ga" 4,420.000 19.01 84,02

T>T$ >/$(>#$ /$ ga" 0.618 1,271.05 78

T>T$ >/$(>#$ O$ ga" 0.111 1,271.05 14

(>$ D )>D>O PP$$D$ 4 ++ +2 130.000 226.70 29,47

M>#O($ D )>D>O Kg 4,420.000 17.36 76,73

T$#H$ >D>##>O$: u 36.000 9.51 34

:>$ P$$ (>O u 55.000 1.97 10MO)>:>G$#>O D PO g" 1.000 94,906.56 108,80

DMO)>:>G$#>O D PO g" 1.000 94,906.56 108,80

D:>$DO D /=$D$)>$ u 55.000 25.13 1,38

T#OPOT +2 520.000 9.51 4,94

/O(#>$#>O 'to 3.000 4,237.28 12,7

M$T>M>TO D T$>TO g" 1.000 30,000.00 30,00

$$ :>$ DN34 'a 600.000 42.63 25,57

M$D$ TO>::O '2 6,000.000 6.59 39,54

M$D$ D :$ GO$ 30 c+. u 28,000.000 0.50 14,00

/$)>O D M$::$ /$:)$>G$D$ u 1,370.000 471.37 645,77

POT D $#O /$:)$>G$DO :N1.80 M. P/=$D$)>$ u 65.000 151.22 9,82

P:$T>$ D (>O 182 + 170.000 6.34 1,07

P:$T>$ D (>O 3426M 'a 15.000 6.34 9

/=$D$)>$ $#O :N3.81 M u 55.000 286.83 15,77

TM>$: D /=$D$)>$ 'a 4.000 199.02 79

O >D=T>$: ga" 17 350 000 12 68 219 99


12/41


P>T=$ M$:T ga" 5.000 48.18 24

P>T=$ $T>#OO>)$ ga" 20.000 48.18 96P>T=$ >MP>M$T ga" 10.000 44.38 44

P>T=$ M$:T P$$ T$(>#O ga" 1,500.000 57.06 85,59

P:$T$ $T>)$ u 7,000.000 6.34 44,38

T=O D (>O 3316 + 530.000 93.02 49,30

T=>$ P)# 38 + 29.633 4.41 13

T=>$ P)# 1 + 1,514.367 9.24 13,99

H$M>T$ M$=$: %MO 59,13

12,326,18

EQUIPO

MOTO>$ D 30 + 130.000 16.00 2,08

#$M>O #>T$ 4 L 2 ?$/=$@ 122 HP 2,000 g" + 13,000.000 87.80 1,141,40

#$M>O )O:O $$D$ 3 ton + 20.000 76.18 1,52

M$$ O:D$DO$ + 460.000 15.00 6,90

M$$ P$$ P>T$ P$)>MTO + 150.000 15.00 2,25

#OMP$#T$DO )>$TO>O T>PO P:$#H$ 7 HP + 2,350.754 12.00 28,20

OD>::O :>O )>$TO>O $=TOPOP=:$DO 101-135HP 10-12 ton + 4,968.000 98.65 490,09

OD>::O =M$T>#O $=TOPOP=:$DO 60-80 HP 3-5 ton + 1,710.000 50.80 86,86

OD>::O T$DM )>$TO>O $=TOPOP=:$DO 77HP 6-8 ton + 462.000 81.50 37,65

#$/$DO O ::$T$ 125-155 HP 3 ;d3 + 43,259.000 157.58 6,816,75

TOL#$)$DO O O=/$ 170-250 HP 1.1-2.75 ;d3 + 250.000 303.98 75,99

T$#TO D O=/$ D 190-240 HP + 14,875.000 272.27 4,050,01

$DO$ M#$>#$ 10-20 HP 7 ' :O/>T=D + 577.000 40.00 23,08

)>$DO D #O#TO 4 HP 2.40 + 1,359.000 5.00 6,79

#H$#$DO$ P>M$>$ #=D$>$ 5 ($$ 75 HP 46 - 70 ton + 1,183.000 252.17 298,31

G$$D$ #M$::$ ?TM$L 2 12@ + 30,313.000 5.90 178,84MOTO>):$DO$ D 130-135 HP + 5,161.000 117.59 606,88

MG#:$DO$ D #O#TO T$MO 18 HP 11 '3 + 1,359.000 20.00 27,18

#$M>O >MP>M>DO 6 L 2 178 - 210 HP 1,800 ga" + 578.000 120.00 69,36

/=PO :#TO/O 140 HP 90 + 1,170.000 47.41 55,46

#$M>O )O:MT$DO$ O O=/$ 100 HP + 485.000 88.30 42,82

T$#>O TOT$: + 375.000 20.00 7,50

21,924,96


13/41


REQUERIMIENTOS !E GASTOS GENERALES

1.00 COSTOS IN!IRECTOS FI&OS

UNI!A! CANT PARCIAL SUBTOTAL TOTAL

1.01 G- A+/+-+:

#a+'a+ento>n&ta"acn +2 300 250.00 75,000.00

?nc"u;e ocna de" u'er!&or@er!co de )g"anca 02 cuadr""a& Me& 12 19,520.00 234,240.00

De'recacn 0.1 0.1 -

Manten+ento 0.1 0.1 7,500.00

316,740.00

1.02 M:++;-++'re&n de Tr'tco& de ducacon $+enta" +"" 1 1.00 300.00

Mo!"acn "oca" T. 1 5,000.00 5,000.00

55,245.00

1.04 G- !+:(

/a&to& de 'roce&o& de adFudcacn de n&u+o& T. 1 1,000.00 1,000.00

/a&to& :ega"e& ; otara"e& T. 1 1,000.00 1,000.00

#arte"e& de ora , a!&o& etc. T. 1 5,000.00 5,000.00

7,000.00

TOTAL !E COSTOS IN!IRECTOS FI&OS

2.00 COSTOS IN!IRECTOS #ARIABLES

2.01 !+(+


14/41


a@ Per&ona" Proe&ona" ; Tcnco

>ng. e&dente M 1.00 14 10,000.00 140,000.00

>ng. $&&tente >ng. #!" M 1.00 14 8,000.00 112,000.00

>ng. Mo!+ento de terra& M 1.00 12 8,000.00 96,000.00

>ng. Metrado& ; )a"orac. M 1.00 12 8,000.00 96,000.00

>ng. ue"o& ; Pa!+ento& M 1.00 12 8,000.00 96,000.00

>ng. Ora& de $rte M 1.00 12 8,000.00 96,000.00>ng. $+enta"&ta ; de egurdad M 1.00 12 8,000.00 96,000.00

To'ograo de carretera& M 1.00 12 3,400.00 40,800.00

Mae&tro de Ora M 1.00 12 3,800.00 45,600.00

#onductor de ca+oneta& nue!a& ; ca+on M 3.00 12 2,500.00 90,000.00

:e;e& oca"e& 48% 0.48 818,400.00 392,750.16

@ Per&ona" $d+n&trat!o ; $u"ar

$d+n&trador de Ora M 1.00 14 6,000.00 84,000.00

$&&tente de $d+n&trador M 1.00 12 4,500.00 54,000.00

ecretara M 1.00 12 2,500.00 30,000.00

P"an""ero - Pagador M 1.00 12 2,500.00 30,000.00

$"+acenero M 2.00 12 2,000.00 48,000.00

$;udante& de $"+acen M 6.00 12 1,200.00 86,400.00

/uardAn M 6.00 12 1,200.00 86,400.00

:e;e& oca"e& 48% 0.48 334,800.00 160,670.52

2.02 G- ( A+(/-+ng. e&dente M 1.00 14 288.00 4,032.00

>ng. $&&tente >ng. #!" M 1.00 14 288.00 4,032.00

>ng. Mo!+ento de terra& M 1.00 12 288.00 3,456.00

>ng. Metrado& ; )a"orac. M 1.00 12 288.00 3,456.00

>ng. ue"o& ; Pa!+ento& M 1.00 12 288.00 3,456.00

>ng. Ora& de $rte M 1.00 12 288.00 3,456.00

>ng. $+enta"&ta ; de egurdad M 1.00 12 288.00 3,456.00

To'ograo de carretera& M 2.00 12 288.00 6,912.00

Mae&tro de Ora M 1.00 12 288.00 3,456.00

#onductor de ca+oneta& nue!a& ; ca+on M 3.00 12 288.00 10,368.00

@ Per&ona" $d+n&trat!o ; $u"ar $d+n&trador de Ora M 1.00 14 240.00 3,360.00

$&&tente de $d+n&trador M 1.00 12 240.00 2,880.00

ecretara M 1.00 12 240.00 2,880.00


15/41


P"an""ero - Pagador M 1.00 12 240.00 2,880.00

$"+acenero M 2.00 12 240.00 5,760.00

$;udante& de $"+acen M 6.00 12 240.00 17,280.00

/uardAn M 6.00 12 240.00 17,280.00

2.03 G- ( :++;-+/ (/- >(+/- = -+/

a@ Per&ona" Proe&ona" ; Tcnco>ng. e&dente M 1.00 14 40.00 560.00

>ng. $&&tente >ng. #!" M 1.00 14 40.00 560.00

>ng. Mo!+ento de terra& M 1.00 12 40.00 480.00

>ng. Metrado& ; )a"orac. M 1.00 12 40.00 480.00

>ng. ue"o& ; Pa!+ento& M 1.00 12 40.00 480.00

>ng. Ora& de $rte M 1.00 12 40.00 480.00

>ng. $+enta"&ta ; de egurdad M 1.00 12 40.00 480.00

To'ograo de carretera& M 2.00 12 40.00 960.00

Mae&tro de Ora M 1.00 12 40.00 480.00



$d+n&trador de Ora M 1.00 14 40.00 560.00

$&&tente de $d+n&trador M 1.00 12 40.00 480.00

ecretara M 1.00 12 40.00 480.00P"an""ero - Pagador M 1.00 12 40.00 480.00

$"+acenero M 2.00 12 40.00 960.00

$;udante& de $"+acen M 6.00 12 40.00 2,880.00

/uardAn M 6.00 12 40.00 2,880.002.04 G- ( :++;-+/ (/ -

#o+u&t"e 'ara ca+oneta de Montor g"& 120 600 12.00 7,200.00

#o+u&t"e 'ara ca+oneta de e&dente g"& 260 2080 12.00 24,960.00

#o+u&t"e 'ara ca+oneta de $&&tente& g"& 260 1040 12.00 12,480.00

#o+u&t"e 'ara ca+oneta a 'artr de" 6 to +e& g"& 260 1040 12.00 12,480.00

PeaFe& u 380 7.5 1 2,850.00

2.05 E)*+ N C/+(- (/ C !+(

$d*u&cn de ca+oneta turo und 2 91,500.00 183,000.00

$d*u&cn #a+oncto 'ara tran&'orte de +atera" und 2 65,500.00 131,000.00

$"*u"er de ca+oneta 44 turo M 3 8 9,000.00 216,000.00

er!co de :aoratoro ?>nc".Tcnco&, Pruea& ; *u'o&@ M 1 12 12,000.00 144,000.00

Pruea& de :aoratoro& &'eca"e& /" 1 1 21,774.92 21,774.92

$d*u&cn de e*u'o to'ogrAco ?e&tacn tota"@ und 1 30,900.00 30,900.00


16/41


$d*u&cn de e*u'o to'ogrAco ? n!e" de ngenero@ und 1 2,700.00 2,700.00

$d*u&cn de /P und 2 1,950.00 3,900.00

#a+ara Dgta" de 12 Me' ; +e+eora eterna 2 g und 4 450.00 1,800.00

er!co de #ontro" de udo& und 2 2,500.00 5,000.00

$gua 'ara "o& ca+'a+ento& ?20 "t&@ =nd 3 2160 10.00 64,800.00

ot*un en ca+'a+ento& =nd 3 1 500.00 1,500.00

Tan*ue de agua 'ara e" ca+'a+ento oto'"a& 2.5 +3 =nd 3 1 2,500.00 7,500.00>nc. o'orte +eta"co de 3.00 de a"to

)ent"adore& 'ede&ta" T. 30 125.00 3,750.00

ad*u&conde *u'o 'ara e'o&cone& g" 1 1,000.00 1,000.00

*u'o de ado T. 10 800.00 8,000.00

$d*u&con de e*u'o ; &er!co de ce"u"are& con &er!co& en "a ona T. 10 12 200.00 24,000.00

$d*u&con de e*u'o de co+'uto ?06 "a'to' 7@ T. 6.00 5,700.00 34,200.00

$d*u&con de 04 +'re&ora& "a&er T. 3.00 600.00 1,800.00

$d*u&con *u'o de >+'re&n ?01'"oter@ T. 1.00 15,000.00 15,000.00

ad*u&cn de co+'utadora& 5 =nd 6.00 2,100.00 12,600.00

'a'e"erBa ; Qt"e& de ocna T. 1.00 2 1,000.00 2,000.00

&crtoro& de +adera de 1.20 .60 + 4 caFone& =nd 15.00 1 230.00 3,450.00

&""a& '"a&ca& =nd 30.00 1 40.00 1,200.00

&tante& arc!adore& de +adera 0.80 + 2.0 + =nd 6.00 1 220.00 1,320.00

ca+a ca+arote con co"con ; +anta =nd 50 750.00 37,500.00

>nternet >na"a+rco con &er!co en "a ona ?2 ad+n&trat!o& ; 3 ng.@ =nd 5.00 12 150.00 9,000.00er!co de To'ograa Me& 1.00 12 12,000.00 144,000.00

$d*u&cn de "cenca& &otEare 10 T. 1.00 1 3,600.00 3,600.00

&u&c'con anua" a /oog"e eart Pro T. 1.00 1 700.00 700.00

$d*u&cn de /ru'o "ectrgeno de 7000 Eatt 220 !- 13 H' =nd 1.00 1 8,400.00 8,400.00

$d*u&cn de /ru'o "ectrgeno de 5000 Eatt 220 !- 11 H' =nd 2.00 1 5,400.00 10,800.00

2.06 I((/ ( S(*+-

Proe&ona"e& ?#a&co&, ota&, #a"eco&@ /". 2 36 400.00 28,800.00

Per&ona" Tecnco ; de Ora ?#a&co&, ota&, #a"eco&@ /". 2 100 301.45 60,290.00

2.07 S*( ( P(/- O>++/- C(/-

Per&ona" Tcnco - $d+n&trat!o

$&e&or :ega" M 1.00 12 3,000.00 36,000.00

Per&ona" :ogB&tco $d+n&trat!o M 3.00 9 2,500.00 67,500.00

TOTAL !E GASTOS GENERALES #ARIABLES


17/41


RESUMEN !E COSTOS

1.00 COSTOS !IRECTOS FI&OS S?. 560,985.00

2.00 COSTOS !IRECTOS #ARIABLES S?. 3,382,895.60


18/41


REQUERIMIENTOS !E GASTOS GENERALES

1.00 COSTOS IN!IRECTOS FI&OS

UNI!A! CANT PARCIAL SUBTOTAL TOTAL

1.01 G- A+/+-+:

#a+'a+ento>n&ta"acn +2 300 250.00 75,000.00

?nc"u;e ocna de" u'er!&or@er!co de )g"anca Me& 12 19,520.00 234,240.00

De'recacn 0.1 0.1

Manten+ento 0.1 0.1 7,500.00

316,740.00

1.02 M:++;-+++/- C(/-

>+'"e+entacon de Ocna #entra" T. 1 35,000.00 35,000.00

&crtoro& de +adera de 1.20 .60 + 4 caFone& und 4 230.00 920.00

&tante& arc!adore& de +adera 0.80 + 2.0 + und 4 220.00 880.00

""a& /ratora& con rao& ta'ada& und 4 180.00 720.00Me&a de 2.20 1.20 + de traaFo 08 &""a& ta'ada& und 1 1,640.00 1,640.00

#o+'utadora& &taconara& >5 und 3 2,100.00 6,300.00

>+'re&ora& +u"tuncona" und 2 250.00 500.00

>+'re&ora& $3 n;eccon a tnta und 1 825.00 825.00

>+'re&one&, Qt"e& de e&crtoro ; ocna T. 1 3,160.00 3,160.00

>+'re&n de Tr'tco& de ducacon $+enta" +"" 1 1.00 300.00

Mo!"acn "oca" T. 1 5,000.00 5,000.00

55,245.00

1.04 G- !+:(

/a&to& de 'roce&o& de adFudcacn de n&u+o& T. 1 5,000.00 1,000.00

/a&to& :ega"e& ; otara"e& T. 1 5,000.00 1,000.00

#arte"e&, a!&o& etc. T. 1 5,000.00 5,000.00

7,000.00

TOTAL !E COSTOS IN!IRECTOS FI&OS S?. 56

2.00 COSTOS IN!IRECTOS #ARIABLES

2.01 !+(+


19/41


a@ Per&ona" Proe&ona" ; Tcnco

>ng. e&dente M 1.00 14 10,000.00 140,000.00

>ng. $&&tente >ng. #!" M 1.00 14 8,000.00 112,000.00

>ng. Mo!+ento de terra& M 1.00 12 8,000.00 96,000.00

>ng. Metrado& ; )a"orac. M 1.00 12 8,000.00 96,000.00

>ng. ue"o& ; Pa!+ento& M 1.00 12 8,000.00 96,000.00

>ng. Ora& de $rte M 1.00 12 8,000.00 96,000.00>ng. $+enta"&ta ; de egurdad M 1.00 12 8,000.00 96,000.00

To'ograo de carretera& M 1.00 12 3,400.00 40,800.00

Mae&tro de Ora M 1.00 12 3,800.00 45,600.00

#onductor de ca+oneta& nue!a& ; ca+on M 3.00 12 2,500.00 90,000.00

:e;e& oca"e& 48% 0.48 818,400.00 392,750.16 1,3


$d+n&trador de Ora M 1.00 14 6,000.00 84,000.00

$&&tente de $d+n&trador M 1.00 12 4,500.00 54,000.00

ecretara M 1.00 12 2,500.00 30,000.00

P"an""ero - Pagador M 1.00 12 2,500.00 30,000.00

$"+acenero M 2.00 12 2,000.00 48,000.00

$;udante& de $"+acen M 6.00 12 1,200.00 86,400.00

/uardAn M 6.00 12 1,200.00 86,400.00

:e;e& oca"e& 48% 0.48 334,800.00 160,670.52 5

2.02 G- ( A+(/-+ng. e&dente M 1.00 14 288.00 4,032.00

>ng. $&&tente >ng. #!" M 1.00 14 288.00 4,032.00

>ng. Mo!+ento de terra& M 1.00 12 288.00 3,456.00

>ng. Metrado& ; )a"orac. M 1.00 12 288.00 3,456.00

>ng. ue"o& ; Pa!+ento& M 1.00 12 288.00 3,456.00

>ng. Ora& de $rte M 1.00 12 288.00 3,456.00

>ng. $+enta"&ta ; de egurdad M 1.00 12 288.00 3,456.00

To'ograo de carretera& M 2.00 12 288.00 6,912.00

Mae&tro de Ora M 1.00 12 288.00 3,456.00


@ Per&ona" $d+n&trat!o ; $u"ar $d+n&trador de Ora M 1.00 14 240.00 3,360.00

$&&tente de $d+n&trador M 1.00 12 240.00 2,880.00

ecretara M 1.00 12 240.00 2,880.00


20/41


P"an""ero - Pagador M 1.00 12 240.00 2,880.00

$"+acenero M 2.00 12 240.00 5,760.00

$;udante& de $"+acen M 6.00 12 240.00 17,280.00

/uardAn M 6.00 12 240.00 17,280.00 5

2.03 G- ( :++;-+/ (/- >(+/- = -+/

a@ Per&ona" Proe&ona" ; Tcnco>ng. e&dente M 1.00 14 40.00 560.00

>ng. $&&tente >ng. #!" M 1.00 14 40.00 560.00

>ng. Mo!+ento de terra& M 1.00 12 40.00 480.00

>ng. Metrado& ; )a"orac. M 1.00 12 40.00 480.00

>ng. ue"o& ; Pa!+ento& M 1.00 12 40.00 480.00

>ng. Ora& de $rte M 1.00 12 40.00 480.00

>ng. $+enta"&ta ; de egurdad M 1.00 12 40.00 480.00

To'ograo de carretera& M 2.00 12 40.00 960.00

Mae&tro de Ora M 1.00 12 40.00 480.00



$d+n&trador de Ora M 1.00 14 40.00 560.00

$&&tente de $d+n&trador M 1.00 12 40.00 480.00

ecretara M 1.00 12 40.00 480.00P"an""ero - Pagador M 1.00 12 40.00 480.00

$"+acenero M 2.00 12 40.00 960.00

$;udante& de $"+acen M 6.00 12 40.00 2,880.00

/uardAn M 6.00 12 40.00 2,880.002.04 G- ( :++;-+/ (/ -

#o+u&t"e 'ara ca+oneta de Montor g"& 120 600 12.00 7,200.00

#o+u&t"e 'ara ca+oneta de e&dente g"& 260 2080 12.00 24,960.00

#o+u&t"e 'ara ca+oneta de $&&tente& g"& 260 1040 12.00 12,480.00

#o+u&t"e 'ara ca+oneta a 'artr de" 6 to +e& g"& 260 1040 12.00 12,480.00

PeaFe& u 380 7.5 1 2,850.00

5

2.05 E)*+ N C/+(- (/ C !+(

$d*u&cn de ca+oneta M 2 91,500.00 183,000.00

$d*u&cn #a+oncto 'ara tran&'orte de +atera" M 2 65,500.00 131,000.00

$"*u"er de ca+oneta 44 turo M 3 8 9,000.00 216,000.00*u'o de :aoratoro ?>nc".Tcnco&, Pruea& ; *u M 1 12 12,000.00 144,000.00

$d*u&cn de e*u'o to'ogrAco ?e&tacn tota" ; n =D 1 1 21,774.92 21,774.92

$d*u&cn de /P =D 4 1 1,200.00 4,800.00


21/41


er!co de #ontro" de udo& u 2 2,500.00 5,000.00

$gua 'ara "o& ca+'a+ento& ?20 "t&@ =nd 3 2160 10.00 64,800.00

ot*un en ca+'a+ento& =nd 3 1 500.00 1,500.00

Tan*ue de agua 'ara e" ca+'a+ento oto'"a& 2.5 +3 =nd 3 1 2,500.00 7,500.00

>nc. o'orte +eta"co de 3.00 de a"to

)ent"adore& 'ede&ta" T. 30 125.00 3,750.00

$"*u"er de *u'o 'ara e'o&cone& g" 1 1,000.00 1,000.00*u'o de ado T. 10 800.00 8,000.00

$d*u&con de e*u'o ; &er!co de ce"u"are& con &er T. 10 12 200.00 24,000.00

$d*u&con de e*u'o de co+'uto ?06 "a'to' 7@ T. 6.00 4,500.00 27,000.00

$d*u&con de 04 +'re&ora& "a&er T. 4.00 1,400.00 5,600.00

$d*u&con de 01 &caner T. 1.00 400.00 400.00

$d*u&con *u'o de >+'re&n ?01'"oter@ T. 1.00 15,000.00 15,000.00

ad*u&cn de co+'utadora& 5 =nd 6.00 2,200.00 13,200.00

'a'e"erBa ; Qt"e& de ocna T. 1.00 2 1,000.00 2,000.00

e&crtoro& de 4 caFone& =nd 15.00 1 450.00 6,750.00

&""a& '"a&ca& =nd 30.00 1 40.00 1,200.00

e&tante& do& cuer'o& =nd 6.00 1 420.00 2,520.00

ca+a ca+arote con co"con ; +anta =nd 50 750.00 37,500.00

>nternet >na"a+rco con &er!co en "a ona ?2 ad+n =nd 5.00 12 150.00 9,000.00

$d*u&cn de "cenca& &otEare 10 T. 1.00 1 3,600.00 3,600.00&u&c'con anua" a /oog"e eart Pro T. 1.00 1 700.00 700.00

$d*u&cn de /ru'o "ectrgeno T. 1.00 3 20,000.00 60,000.00

1,00

2.06 I((/ ( S(*+-

Proe&ona"e& ?#a&co&, ota&, #a"eco&@ /". 2 36 400.00 28,800.00

Per&ona" Tecnco ; de Ora ?#a&co&, ota&, #a"eco& /". 2 100 301.45 60,290.00 8

2.07 S*( ( P(/- O>++/- C(/-

Per&ona" Tcnco - $d+n&trat!o

#oordnador de ora M 1.00 12 6,500.00 78,000.00

$&e&or :ega" M 3.00 6 3,000.00 54,000.00

Per&ona" :ogB&tco $d+n&trat!o M 3.00 12 3,000.00 108,000.00

&'eca"&ta en contratacone& ; ad*u&cone& M 3.00 6 3,000.00 54,000.00

29

TOTAL !E GASTOS GENERALES #ARIABLES S?. 3,43


22/41


RESUMEN !E COSTOS

1.00 COSTOS !IRECTOS FI&OS S?. 560,985.00

2.00 COSTOS !IRECTOS #ARIABLES S?. 3,437,795.60

TOTAL GASTOS GENERALES TOTALES S?. 3,998,780.60


23/41

PROYECTO: CONSTRUCCION DE LA CARRETERA TAMBOGRANDE KM 21. VIA PIURA CHULUCANAS

ITEM DESCRIPCION UND CANTIDAD PRECIO PARCIAL

1 PALANAS CUCHARA UND 50.00 30.00 1,500.00

2 PALANAS PLANAS UND 30.00 25.00 750.00

3 RASTRILLOS REFORADOS CON PLATINAS UND 50.00 25.00 1,250.00

! PICOS UND 50.00 !3.00 2,150.005 MACHETES UND 2!.00 22.00 52".00

# BARRETAS DE 150 CM $ 1% UND 2!.00 "5.00 2,0!0.00

7 BUGGUIES DOBLES &LLANTAS CON CAMARA' UND 50.00 2!0.00 12,000.00

" ESCOBILLONES UND 100.00 12.00 1,200.00

( )AIPE INDUSTRIAL KG 100.00 #.(7 #(7.3"

10 DETERGENTE *G 100.00 !.13 !13.00

11 BROCHAS DE !% UND 20.00 12.00 2!0.01

12 BROCHAS DE 3% UND 20.00 (.00 1"0.00

13 BROCHAS DE 2% UND 20.00 7.00 1!0.00

1! LI+A DE FIERRO FINA UND 100.00 3.00 300.00

15 CILINDROS UND 50.00 50.00 2,500.00

1# BALDES DE 5 GLNS UND 30.00 20.00 #00.0017 GALONERAS 10 GLN UND 30.00 10.00 300.00

1" COMBAS DE 25 LBS UND 1".00 30.00 5!0.00

1( UND 30.00 10.00 300.00

20 MECHEROS UND 30.00 10.00 300.00

21 BADILE+OS UND 2!.00 10.00 2!0.00

22 REGLAS DE ALUMINIO DE #M UND 10.00 !0.00 !00.00

23 REGLAS DE ALUMINIO DE 10M UND 10.00 30.00 300.00

2! PLANCHAS UND 30.00 10.00 300.00

25 BRUAS DE CANTO UND 15.00 12.00 1"0.00

2# BRUAS DE CENTRO UND 5.00 12.00 #0.00

27 ESCOBAS UND 200.00 5.00 1,000.00

2" LLAVE FRANCESA -/ UND 12.00 !0.00 !"0.002( LLAVE FRANCESA MEDIANES UND 12.00 30.00 3#0.00

30 +UEGO DE LLAVES DE MECANICA UND 3.00 200.00 #00.00

31 MARTILLO UND 20.00 20.00 !00.00

32 SERRUCHO UND 20.00 30.00 #00.00

33 SIERRAS UND 100.00 ".00 "00.00

3! SIERRA CIRCULAR ELECTRICA UND 1.00 2,000.00 2,000.00

35 DISCO DE SIERRA ELECTRICA D410% UND 10.00 50.00 500.00

3# ARCOS DE SIERRA UND 10.00 15.00 150.00

37 CIALLA DE BANCO DE 3#% UND 2.00 1,500.00 3,000.00

3" BIRBIUI UND !.00 30.00 120.00

3( TALADRO ELECTRICO &C6ACCESORIOS' UND 2.00 1,700.00 3,!00.00

!0 PATA DE CABRA UND 5.00 15.00 75.00!1 PARCHES DE CAMARA CA+A 20.00 10.00 200.00

!2 PEGAMENTO UND 10.00 5.00 50.00

!3 TIRALINEA UND 10.00 15.00 150.00

!! )INCHAS DE LONA 100 M UND 20.00 (0.00 1,"00.00

!5 )INCHAS DE LONA 50 M UND 10.00 #0.00 #00.00

!# )INCHAS 5 M UND 30.00 12.00 3#0.00

!7 )INCHAS 3 M UND 30.00 ".00 2!0.00

!" GRASA BOTE !0.00 5.00 200.00

!( OCRE RO+O PARA TIRALINEA KG 2.00 21.5! !3.0(

CINCELES Φ 1% 30 89


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50 TORTOL UND 10.00 10.00 100.00

51 C; P//


25/41

1( PLA%INA DE


26/41

1 PACRI G;> 1.00 ### 1,000,000.00

TOTAL 1,!!!,!!!.!!

TOTAL ###


27/41


28/41

5(,13#.!" 11,250.00

2","00.00 #0,2(0.00 "(,0(0.00

?


29/41

10,155,396.81 7"11"!.37 88,752.22 1.00 ###

?9? ?8? ?9?


30/41


31/41

PROYECTO: CONSTRUCCION DE LA CARRETERA TAMBOGRANDE KM 21. VIA PIURA CHULUCANAS

ITEM DESCRIPCION UND CANTIDAD PRECIO PARCIAL

1 PALANAS CUCHARA UND 50.00 30.00 1,500.00

2 PALANAS PLANAS UND 30.00 25.00 750.00

3 RASTRILLOS REFORADOS CON PLATINAS UND 50.00 25.00 1,250.00

! PICOS UND 50.00 !3.00 2,150.005 MACHETES UND 2!.00 22.00 52".00

# BARRETAS DE 150 CM $ 1% UND 2!.00 "5.00 2,0!0.00

7 BUGGUIES DOBLES &LLANTAS CON CAMARA' UND 50.00 2!0.00 12,000.00

" ESCOBILLONES UND 100.00 12.00 1,200.00

( )AIPE INDUSTRIAL KG 100.00 #.(7 #(7.3"

10 DETERGENTE *G 100.00 !.13 !13.00

11 BROCHAS DE !% UND 20.00 12.00 2!0.01

12 BROCHAS DE 3% UND 20.00 (.00 1"0.00

13 BROCHAS DE 2% UND 20.00 7.00 1!0.00

1! LI+A DE FIERRO FINA UND 100.00 3.00 300.00

15 CILINDROS UND 50.00 50.00 2,500.00

1# BALDES DE 5 GLNS UND 30.00 20.00 #00.0017 GALONERAS 10 GLN UND 30.00 10.00 300.00

1" COMBAS DE 25 LBS UND 1".00 30.00 5!0.00

1( UND 30.00 10.00 300.00

20 MECHEROS UND 30.00 10.00 300.00

21 BADILE+OS UND 2!.00 10.00 2!0.00

22 REGLAS DE ALUMINIO DE #M UND 10.00 !0.00 !00.00

23 REGLAS DE ALUMINIO DE 10M UND 10.00 30.00 300.00

2! PLANCHAS UND 30.00 10.00 300.00

25 BRUAS DE CANTO UND 15.00 12.00 1"0.00

2# BRUAS DE CENTRO UND 5.00 12.00 #0.00

27 ESCOBAS UND 200.00 5.00 1,000.00

2" LLAVE FRANCESA -/ UND 12.00 !0.00 !"0.002( LLAVE FRANCESA MEDIANES UND 12.00 30.00 3#0.00

30 +UEGO DE LLAVES DE MECANICA UND 3.00 200.00 #00.00

31 MARTILLO UND 20.00 20.00 !00.00

32 SERRUCHO UND 20.00 30.00 #00.00

33 SIERRAS UND 100.00 ".00 "00.00

3! SIERRA CIRCULAR ELECTRICA UND 1.00 2,000.00 2,000.00

35 DISCO DE SIERRA ELECTRICA D410% UND 10.00 50.00 500.00

3# ARCOS DE SIERRA UND 10.00 15.00 150.00

37 CIALLA DE BANCO DE 3#% UND 2.00 1,500.00 3,000.00

3" BIRBIUI UND !.00 30.00 120.00

3( TALADRO ELECTRICO &C6ACCESORIOS' UND 2.00 1,700.00 3,!00.00

!0 PATA DE CABRA UND 5.00 15.00 75.00!1 PARCHES DE CAMARA CA+A 20.00 10.00 200.00

!2 PEGAMENTO UND 10.00 5.00 50.00

!3 TIRALINEA UND 10.00 15.00 150.00

!! )INCHAS DE LONA 100 M UND 20.00 (0.00 1,"00.00

!5 )INCHAS DE LONA 50 M UND 10.00 #0.00 #00.00

!# )INCHAS 5 M UND 30.00 12.00 3#0.00

!7 )INCHAS 3 M UND 30.00 ".00 2!0.00

!" GRASA BOTE !0.00 5.00 200.00

!( OCRE RO+O PARA TIRALINEA KG 2.00 21.5! !3.0(

CINCELES Φ 1% 30 89


32/41

50 TORTOL UND 10.00 10.00 100.00

51 C; P//


33/41

1( PLA%INA DE


34/41

1 PACRI G;> 1.00 ### 1,000,000.00

TOTAL 1,!!!,!!!.!!

TOTAL ###


35/41


36/41

5(,13#.!" 11,250.00

2","00.00 #0,2(0.00 "(,0(0.00

?


37/41

10,155,396.81 2,53","!(.2025

?9? ?8? ?9?


38/41


39/41

PRESUPUESTO ANALITICO NOVIEMBRE - DICIEMBRE 2011

PROYECTO: CONSTRUCCION DE LA CARRETERA TAMBOGRANDE KM 21 VIA PIURA CHULUCANAS

CODIGO ESPECIFIA MONTO TOTAL2.#.2.3.2 INFRAESTRUCURA VIAL !1,0(3,(52.("2.#.2.3.2.! C


40/41

!,!12,7"".## &30",(51.(0'

30,2"",52#.(# &"03,331.30' #,337,737.3# 1,057,3"3.21

!1,03(,052.("


41/41

PRESUPUESTO ANALITICO NOVIEMBRE - DICIEMBRE 2011

PROYECTO: CONSTRUCCION DE LA CARRETERA TAMBOGRANDE KM 21 VIA PIURA CHULUCANAS

CODIGO ESPECIFIA MONTO TOTAL2.#.2.3.2 INFRAESTRUCURA VIAL !1,03(,052.("2.#.2.3.2.! C

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Presupuesto Analitico Km21 41' Presentado