insumo canal huaro

7/21/2019 Insumo Canal Huaro

1/6

S10 Pgina : 1

Precios y cantidades de recursos requeridos por tipo

Obra 0501004 "MEJORAMIENTO DEL CANAL PRINCIPAL HUARO ".Subpresupuesto 001 "MEJORAMIENTO DEL CANAL PRINCIPAL DEL COMIT DE REGANTES SAN JOS DE INDAE DISTRITO DFecha 31/07/ 014Lugar 0!01 SAN MARTIN RIOJA RIOJACdigo Recurso Unidad Cantidad Precio S/. Parcial S/.

MANO DE OBRA

0147000032 TOPOGRAFO hh 1,041.7600 17.19 17,907. !0147010002 OP"RAR#O hh 3,0!7.17 6 17.19 !2,!!2.900147010003 OF#$#AL hh 3, 73. !39 14.!7 !6,442.0!0147010004 P"O% hh 29 42 .6006 13.12 3 6 103.24

513#00$.04

MATERIALES

0202000007 ALA&'R" %"GRO R"$O$#)O * 16 + 2!.!0!6 !.!0 4,!40.2020200000 ALA&'R" %"GRO R"$O$#)O * + 23.1 40 !.00 11!.92020201000! $LA OS PARA &A)"RA $-$ 3 +g 1!7.6766 !.!0 67.220202100010 P"R%OS /" AGO%AL"S )" 3-4 3 1-2 p a 9.0000 6.00 !4.000202130021 $LA OS PARA $ALA%A + 0.0600 7.00 0.420202970002 A$"RO )" R"F "R O F5 4200 GRA)O 60 +g 12,642.79 0 3.20 40,4!6.9!0204000000 AR"%A F#%A 3 4. 24 60.00 292.94020!000004 P#")RA $/A%$A)A )" 3-4 3 61!.944 120.00 73,913.3020!010004 AR"%A GR "SA 3 1,04!. 0!! 60.00 62,74 .33

020!020020 P#")RA &")#A%A 3 9.4!00 60.00 !67.00020!3000 4 &AT"R#AL " $")"%T" 8 $ORT" 3 22.!000 !.00 112.!0020!360012 GRA A 3- : 3-4 3 46.6 00 100.00 4,66 .000213000006 ASFALTO R$:2!0 g;< 1.3740 2!.00 2,034.3!0229030001 5"SO + 2 .10!0 !.00 140.!3022912000! =AT"R STOP P $ )" 6 32.02!0 22.!0 720.!60229220001 $OR)"L 2!!.!000 0.30 76.6!0230010000 $AL /#)RATA)A + 300.0000 3.00 900.0002301!0044 S"LLA)OR "LASTO&"R#$O )" POL# R"TA%O g;< 391.!401 1 !.00 72,434.920230190000 A)#T# O $ RA)OR g;< 1 !.94!6 4!.00 ,367.!!0230900012 #&PR#&A%T" APL#$A$#O% "LASTO&"R#$O )" POL# R"TA%O ;< !4.0 16!.00 ,924.6!023201009! TRA%SPORT" )" &AT"R#AL A O'RA ;b 1.0000 3,!00.00 3,!00.00023 000000 /ORGO% 3 16. 620 0.00 1,34 .9602390!0000 AG A 3 2 7.2240 2.00 !74.4!

0239300004 T"$%OPORT )" 1 4 2 127. 16 7.!0 9! .630239900101 S %#STRO 5 S"LLA)O )" L"TR#%AS u !.0000 3!0.00 1,7!0.00024300002! &A)"RA %A$#O%AL P-"%$OFRA)O:$ARP p2 1,!4!.9000 4.00 6,1 3.600243010003 &A)"RA TOR%#LLO p2 2!0.0000 !.00 1,2!0.000243010079 &A)"RA TOR%#LLO $"P#LLA)A p2 1!0.0000 !.!0 2!.0002430300!3 RO)O% )" POL5OL"F#%A )" 1 1-4 2,079.!14! 4.!0 9,3!7. 202430300!4 RO)O% )" POL5OL"F#%A )" !- 4,930.69!0 12.00 !9,16 .340243!10061 "STA$A )" &A)"RA p2 !11.0000 0.10 !1.100244030017 TR#PLA5 )" 4? ? 12 p;< 26. 934 120.00 3,227.21024!010001 &A)"RA TOR%#LLO #%$.$ORT" P-"%$OFRA)O p2 2,100.6400 !.00 10,!03.2002!0020063 $O&P "RTAS F#"RRO $O% OLA%T" 0.! 0.6 & u 6.0000 6!0.00 3,900.0002!4020042 P#%T RA "S&ALT" S#%T"T#$O g;< 1.!000 40.00 60.0002!4110090 P#%T RA "S&ALT" ;< 3.0660 3!.40 10 .!402!6010097 $ALA%AS GAL A%# A)AS u 6.0000 23.00 13 .0002!6010099 $ALA%A )" 11$A%AL"S 81. 3 0. 3 0.22 p;< 60.0000 3!.00 2,100.000272010012 T '"R#A P $ SAP )" 3-4 !& 303.4200 13.00 3,944.4602 7010001 &AT"R#AL )" PR"STA&O 8$osto >erecho >e e tracc@o< 3 2,079.0000 4.00 ,316.0002 9010001 A)#T# O PLAST#F#$A%T" g;< 272.4103 13!.00 36,77!.390292010002 PLA%TAS %AT# AS 8 #%$. F"RT#L# , T#"RRA "G"TAL, "T$ u 1,7!0.0000 !.00 ,7!0.00029 0100 0 $"&"%TO PORTLA%) T#PO # 8 42.! G 'OL 10 133.3736 24.00 243 200.97

$!7#% 7.!

EQUIPOS

0337010001 /"RRA"%TAS &A% AL"S B&O 2!,963.340337020039 =#%$/A )" !0 /" 1.7600 0.90 73.!0337020046 RA TOPOGRAF#$A /" 1,123.!200 2.00 2,247.040337!40011 T"O)OL#TO /" 1.7600 10.!0 ! .40337!40012 %# "L TOPOGRAF#$O /" 1,041.7600 9.00 9,37!. 4034 010011 &" $LA)ORA )" $O%$R"TO )" 9 :11P3 h 7 4.30!9 30.00 23,!29.1

034 040034 $AO% OLC "T" 12 &3. h 144.2037 1 0.00 2!,9!6.67034 0 0002 &OTO'O&'A 12 /P 4 h 0.0000 2!.00 2,000.00034 130003 $AO% PLATAFOR&A 6 4 ,260:300 /P, 19 T% h 32.0000 220.00 7,040.00034 96000! $# ALLA P-$ORT" )" F#"RRO h 4 1.6304 !.00 2,40 .1!


2/6

0349010002 $O&PR"SORA %" &AT#$A 2!0:330 P$&, 7 /P h 1.20!3 7 .74 94.910349030003 $O&PA$TA)OR #'R. T#PO PLA%$/A !. /P h !!3.7761 1!.00 ,306.640349030013 RO)#LLO L#SO #'R A TOP 70:100 /P 7:9 T. h 31.6 00 170.00 !,3 !.600349040010 $ARGA)OR S-LLA%TAS 12!:1!! /P 3 5)3. h 79.2629 2!0.00 19, 1!.730349040033 TRA$TOR )" OR GAS )" 140:160 /P h 7 .6720 2 0.00 22,02 .160349060010 &ART#LLO %" &AT#$O 29 G $-'ARR"%O:A$$S h 2.4107 20.00 4 .210349090000 &OTO%# "LA)ORA )" 12! /P h 37.6 00 220.00 ,2 9.60

1$3#4 1.13

T&'() S/. 1#3$4#354.%%


3/6


4/6


5/6

TOPOGRAFO hh 1,041.7600 17.19 17,907. !

OP"RAR#O hh 3,0!7.17 6 17.19 !2,!!2.90

OF#$#AL hh 3, 73. !39 14.!7 !6,442.0!

P"O% hh 29,42 .6006 13.12 3 6,103.24

ALA&'R" %"GRO R"$O$#)O * 16 +g 2!.!0!6 !.!0 4,!40.2

ALA&'R" %"GRO R"$O$#)O * +g 23.1 40 !.00 11!.92

$LA OS PARA &A)"RA $-$ 3 +g 1!7.6766 !.!0 67.22

P"R%OS /" AGO%AL"S )" 3-4 3 1-2 p a 9.0000 6.00 !4.00$LA OS PARA $ALA%A +g 0.0600 7.00 0.42

A$"RO )" R"F "R O F5 4200 GRA)O 60 +g 12,642.79 0 3.20 40,4!6.9!

AR"%A F#%A 3 4. 24 60.00 292.94

P#")RA $/A%$A)A )" 3-4 3 61!.944 120.00 73,913.3

AR"%A GR "SA 3 1,04!. 0!! 60.00 62,74 .33

P#")RA &")#A%A 3 9.4!00 60.00 !67.00

&AT"R#AL " $")"%T" 8 $ORT" 3 22.!000 !.00 112.!0

GRA A 3- : 3-4 3 46.6 00 100.00 4,66 .00

ASFALTO R$:2!0 g;< 1.3740 2!.00 2,034.3!

5"SO +g 2 .10!0 !.00 140.!3

=AT"R STOP P $ )" 6 32.02!0 22.!0 720.!6

$OR)"L 2!!.!000 0.30 76.6!$AL /#)RATA)A +g 300.0000 3.00 900.00

S"LLA)OR "LASTO&"R#$O )" POL# R"TA%O g;< 391.!401 1 !.00 72,434.92

A)#T# O $ RA)OR g;< 1 !.94!6 4!.00 ,367.!!

#&PR#&A%T" APL#$A$#O% "LASTO&"R#$O )" POL# R"TA%O g;< !4.0 16!.00 ,924.6!

TRA%SPORT" )" &AT"R#AL A O'RA g;b 1.0000 3,!00.00 3,!00.00

/ORGO% 3 16. 620 0.00 1,34 .96

AG A 3 2 7.2240 2.00 !74.4!

T"$%OPORT )" 1 4 2 127. 16 7.!0 9! .63

S %#STRO 5 S"LLA)O )" L"TR#%AS u !.0000 3!0.00 1,7!0.00

&A)"RA %A$#O%AL P-"%$OFRA)O:$ARP p2 1,!4!.9000 4.00 6,1 3.60

&A)"RA TOR%#LLO p2 2!0.0000 !.00 1,2!0.00

&A)"RA TOR%#LLO $"P#LLA)A p2 1!0.0000 !.!0 2!.00

RO)O% )" POL5OL"F#%A )" 1 1-4 2,079.!14! 4.!0 9,3!7. 2

RO)O% )" POL5OL"F#%A )" !- 4,930.69!0 12.00 !9,16 .34

"STA$A )" &A)"RA p2 !11.0000 0.10 !1.10

TR#PLA5 )" 4? ? 12 p;< 26. 934 120.00 3,227.21

&A)"RA TOR%#LLO #%$.$ORT" P-"%$OFRA)O p2 2,100.6400 !.00 10,!03.20

$O&P "RTAS F#"RRO $O% OLA%T" 0.! 0.6 & u 6.0000 6!0.00 3,900.00

P#%T RA "S&ALT" S#%T"T#$O g;< 1.!000 40.00 60.00

P#%T RA "S&ALT" g;< 3.0660 3!.40 10 .!4

$ALA%AS GAL A%# A)AS u 6.0000 23.00 13 .00

$ALA%A )" 11$A%AL"S 81. 3 0. 3 0.22 p;< 60.0000 3!.00 2,100.00

T '"R#A P $ SAP )" 3-4 !& 303.4200 13.00 3,944.46

&AT"R#AL )" PR"STA&O 8$osto >erecho >e e tracc@o< 3 2,079.0000 4.00 ,316.00

A)#T# O PLAST#F#$A%T" g;< 272.4103 13!.00 36,77!.39

PLA%TAS %AT# AS 8 #%$. F"RT#L# , T#"RRA "G"TAL, "T$ u 1,7!0.0000 !.00 ,7!0.00

$"&"%TO PORTLA%) T#PO # 8 42.! G 'OL 10,133.3736 24.00 243,200.97

/"RRA"%TAS &A% AL"S B&O 2!,963.34

=#%$/A )" !0 /" 1.7600 0.90 73.!

RA TOPOGRAF#$A /" 1,123.!200 2.00 2,247.04

T"O)OL#TO /" 1.7600 10.!0 ! .4

%# "L TOPOGRAF#$O /" 1,041.7600 9.00 9,37!. 4

&" $LA)ORA )" $O%$R"TO )" 9 :11P3 h 7 4.30!9 30.00 23,!29.1


6/6

$AO% OLC "T" 12 &3. h 144.2037 1 0.00 2!,9!6.67

&OTO'O&'A 12 /P 4 h 0.0000 2!.00 2,000.00

$AO% PLATAFOR&A 6 4 ,260:300 /P, 19 T% h 32.0000 220.00 7,040.00

$# ALLA P-$ORT" )" F#"RRO h 4 1.6304 !.00 2,40 .1!

$O&PR"SORA %" &AT#$A 2!0:330 P$&, 7 /P h 1.20!3 7 .74 94.91

$O&PA$TA)OR #'R. T#PO PLA%$/A !. /P h !!3.7761 1!.00 ,306.64

RO)#LLO L#SO #'R A TOP 70:100 /P 7:9 T. h 31.6 00 170.00 !,3 !.60

$ARGA)OR S-LLA%TAS 12!:1!! /P 3 5)3. h 79.2629 2!0.00 19, 1!.73TRA$TOR )" OR GAS )" 140:160 /P h 7 .6720 2 0.00 22,02 .16

&ART#LLO %" &AT#$O 29 G $-'ARR"%O:A$$S h 2.4107 20.00 4 .21

&OTO%# "LA)ORA )" 12! /P h 37.6 00 220.00 ,2 9.60

insumo canal huaro

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