Calculo Del Flete Colcas

8/18/2019 Calculo Del Flete Colcas

1/30

COSTO AFIRMADO PUESTO EN OBRA

A) PREPARACION DE AFIRMADO

RENDIM= 570 m3/día COSTO SMaquinaria = 1 Tractor A)

B)C)

Costo de preparación por m3 D)Cantidad ! "! #$% #arcia& Tota& '/$ (con IGV

Tractor ( $(* +,$-. +$.- !."# ($%n IGV

B) CARGUIO MAT. SUE&TO CAT #50 ' 155 P (CAMION 15 M3Rendim$ .* m3/día

%nd Cant #$%$ #arcia&0icia& contro&ador $+ !"! $(- *$31 $(Car2ador ( !"M $-, (**$(* ($31!erram$ $+ $

1.3"

C) TRANSPORTE DE MATERIA&ESDistancia media cantera = ( 4m5e&ocidad promedio = 6 (. " +3) 4m$5o&quete de (, m3 = (, m3Tiempo de car2a = . minTiempo de descar2a = 3 min

Tiempo de recorrido car2ado = 33$33333 minTiempo de recorrido descar2ado = +7$.7-7 mincic&o = 1$*++- minTiempo %ti& = 3.* min/d6*. min /día 8 e0iciencia )E0iciencia . = $.N9mero de :ia;es = ,$*, 55o&umen transportado = .($1- m3/díaRendimiento = 7.$(7 m3/día

Costo de transporte por m3Cantidad ! "! #$% #arcia& Tota& '/$

0icia& Contro&ador $+ $+3, *$31 $(5o&quete ( $((1* (..$*( ++$(( !!.!!

D) COSTO DE MATERIA& EN CANCA '/$ 10.00 por m3


2/30

. Por m3+$.-($3.

++$++($3).*#

30.#!


3/30

COSTO TRANSPORTE DE AGREGADOS (CANTERA UA+TUNA

TRANSPORTE DE MATERIA&ES

Distancia media cantera = 3, 4m5e&ocidad promedio = 6+"+,) 4m/


4/30


5/30

COSTO ARENA GRUESA , ARENA GRUESA PUESTO EN OBRA

A) PREPARACION DE ARENA (CANTERA ACOCACA

RENDIM= !.5 m3/día COSTO SCuadri&&a = 1 peon A)B)C)


#eon ( 3$+ 3$(3 ($ 10.00 ($%n IGV


%nd Cant #$%$ #arcia&

0icia& contro&ador $+ !"! $(- *$31 $(Car2ador ( !"M $-, (**$(* ($31!erram$ $+ $

1.3"

C) TRANSPORTE DE MATERIA&ESDistancia media cantera = 7. 4m5e&ocidad promedio = 6 (. " +3) 4m/


6/30

. Por m3($($3.$

-$101.3"

"5.#!


7/30

COSTO PIEDRA -ARANDEADA (1/!,3/* PUESTO EN OBRA

A) PREPARACION (CANTERA ACOCACARENDIM= ! m3/día COSTO S/. Por m3

Cuadri&&a = 1 peon A) (+$,B) ($C) ($3.D) (3$-*

Costo de preparación por m3 E) (+$Cantidad ! "! #$% #arcia& Tota& '/$ (con IGV !7*."!

#eon ( * 3$(3 (+$, 1!.50 ($%n IGV !3!.#0

A) -ARANDEADORENDIM= !.5 m3/díaCuadri&&a = 1 peon

Costo de preparación por m3Cantidad ! "! #$% #arcia& Tota& '/$

#eon ( 3$+ 3$(3 ($ 10.00



1.3"

C) TRANSPORTE DE MATERIA&ESDistancia media cantera = 7. 4m5e&ocidad promedio = 6 (. " +3) 4m$5o&quete de (, m3 = (, m3Tiempo de car2a = . minTiempo de descar2a = 3 minTiempo de recorrido car2ado = ++7$7771 minTiempo de recorrido descar2ado = (11$3-(3 mincic&o = *(,$,. minTiempo %ti& = 3.* min/d6*. min /día 8 e0iciencia )E0iciencia . = $.N9mero de :ia;es = $-3 15o&umen transportado = (3$.. m3/díaRendimiento = (($,7 m3/día


0icia& Contro&ador $+ $(3.* *$31 $75o&quete ( $7-(. (..$*( (3$3* 130.#*

D) COSTO DE MATERIA& EN CANCA '/$ 1!0.00 por m3


8/30


9/30

COSTO ORMIGON PUESTO EN OBRA

A) PREPARACION DE ORMIGON (CANTERA ACOCACA

RENDIM= 3 m3/día COSTO SCuadri&&a = 1 peon A)

B)C)


#eon ( +$7771 3$(3 .$33 ".33 ($%n IGV



1.3"

C) TRANSPORTE DE MATERIA&ESDistancia media cantera = 7. 4m5e&ocidad promedio = 6(. " +3) 4m$5o&quete de (, m3 = (, m3Tiempo de car2a = . minTiempo de descar2a = 3 min

Tiempo de recorrido car2ado = ++7$7771 minTiempo de recorrido descar2ado = (11$3-(3 mincic&o = *(,$,. minTiempo %ti& = 3.* min/d6*. min /día 8 e0iciencia )E0iciencia . = $.N9mero de :ia;es = $-3 15o&umen transportado = (3$.. m3/díaRendimiento = (($,7 m3/día


0icia& Contro&ador $+ $(3.* *$31 $75o&quete ( $7-(. (..$*( (3$3* 130.#*

D) COSTO DE MATERIA& EN CANCA '/$ *5.00 por m3


10/30

. Por m3.$33($3.

(3$-**,$

1"5.)5

157.33


11/30

COSTO PIEDRA SE&ECCIONADA PUESTO EN OBRA

A) ETRACCION + CARGUIORENDIM= * m3/día COSTO S/. Por m3Cuadri&&a = 1 peon A) 7$+,

B) (+$.*D) (+$

Costo de preparación por m3Cantidad ! "! #$% #arcia& Tota& '/$ (con IGV 13#.0#

#eon ( + 3$(3 7$+, ).!5 ($%n IGV 117.""

B) TRANSPORTE DE MATERIA&ESDistancia media cantera = , 4m5e&ocidad promedio = 6 (. " +3) 4m$5o&quete de (, m3 = (, m3Tiempo de car2a = . minTiempo de descar2a = 3 minTiempo de recorrido car2ado = (7$77771 minTiempo de recorrido descar2ado = (3$*3*. mincic&o = *$1((* minTiempo %ti& = 3.* min/d6*. min /día 8 e0iciencia )E0iciencia . = $.

N9mero de :ia;es = -$*3 #5o&umen transportado = (*($*- m3/díaRendimiento = ((1$-( m3/día


0icia& Contro&ador $+ $(37 *$31 $75o&quete ( $71- (..$*( (+$1. 1!."*

D) COSTO DE MATERIA& EN CANCA '/$ 1!0.00 por m3


12/30


13/30

COSTO UNITARIO DE MATERIALES E INSUMOS PUESTOS EN OBRA

PRESUPUESTO: CONSTRUCCION DEL SISTEMA DE DESAGUE DE LA LOCALIDAD DE RAYAN

UBICACIÓN : CARLOS F. FITZCARRALD - YAUYA 2

FECHA BASE : Apr-16

CODIGO DESCRIPCION UNDPRECIO PRECIO

TOTAL c/IGV TOTAL s/IGV

+1(-1+ ABRAADERA DE >IERR >%NDID DE (/+?8(/*? p@a *$7 3$-

++-1+( ACCE'RI' DI5ER'' u *$ 33$-

+3+3 ACER CRR%AD 0=*+ 2/cm+ RAD 7 2 3$1 3$(*

+3(737 ADITI5 IM#ERMEABIIANTE 2a& 3,$ +-$77

+3-, A%A m3 +$ ($7-

+*7-(( AAMBRE DE #%A' (7 m 3$, +$-1

++(, AAMBRE NER . 2 *$, 3$.(

++1 AAMBRE NER RECCID (7 2 *$, 3$.(

++. AAMBRE NER RECCID . 2 *$, 3$.(

++7((( ADABA DE >IERR DE +? u (,$ (+$1(+3,(( ANI DE FEBE u 3$ +$,*

+* ARENA >INA m3 (.$1,.( (,3$(.

+,(* ARENA R%E'A m3 (($3.(3 .,$-+

3*.33-( BADE DE #R%EBA 6T%BERIA) ITR DE (/+? m3 +1*$.+(( +3+$-

++11 %IA m +$1, +$33

3-.((31 !ERRAMIENTA MAN%A #% $

331(( !ERRAMIENTA' MAN%AE' M $

+3. !RMIN 6#%E'T EN BRA) m3 (.,$7,** (,1$33

+(13 ADRI 4IN 4N !EC! A MAN ( (* + u ($+ ($+

+(.+ %BRICANTE #ARA T%BERIA #5C %> 2a& +,$ +($(-

+*37 MADERA E%CAI#T +? 8 *? 8 (K u ($ .$*1+*37( MADERA E%CAI#T RI 3? m ($ $.,

+*37( MADERA E%CAI#T RI 3? +$, m u +$, +$(+

+*37( MADERA E%CAI#T RI 3? 3 m u *$, 3$.(


14/30

CODIGO DESCRIPCION UNDPRECIO PRECIO


+*37( MADERA E%CAI#T RI *? * m u 7$ ,$.

+*37( MADERA E%CAI#T RI 7? m +$ ($7-

+*37( MADERA E%CAI#T RI*? m ($, ($+1

+*3(73 MADERA #IN 6REA') p+ 7$, ,$,(

+*3* MADERA TRNI p+ ,$ *$+*+*3* MADERA TRNI +? 3? (K u +$ (7$-,

+*,(( MADERA TRNI INC%LE CRTE #ARA ENC> p+ ,$ *$+*

+33(7 MAA DE '#RTE DE MATERIA >ITRANTE m+ +$ (7$-,

3*-7( MARTI NE%MATIC +- 2 CN BARREN L AC


15/30

COSTO UNITARIO DE MATERIALES E INSUMOS PUESTOS EN

PRESUPUESTO: CONSTRUCCION DE AULAS IEI Nº 125 DE CHACAS

UBICACIÓN : ASUNCION - CHACAS ZONA

FECHA BASE : Apr-16

FLETE/KG

CODIGO DESCRIPCION LUGAR UND PESO/UNDPRECIO

BASE c/IGV

102200 ABRAADERA DE >IERR >%NDID DE ( !%ARA u ( 3.50102302 ACCE'RI' DI5ER'' !%ARA 2 ( .0010!00 ACER CRR%AD 0=*+ 2/cm+ R CANTERA 2a& 3".!10!01 ADITI5 IM#ERMEABIIANTE CANTERA m3 3".!10!500 A%A 'ITI m #.00113300 AAMBRE DE #%A' (7 !%ARA 2 ( 5.5011330 AAMBRE NER . !%ARA 2 ( 5.5012250 AAMBRE NER RECCID (7 !%ARA 2 $7 5.50122505 AAMBRE NER RECCID . !%ARA u $* 2.00

12250" ADABA DE >IERR DE +? !%ARA u $, 2.#012"205 ANI DE FEBE !%ARA m3 $, 1.1312#00 ARENA >INA CANTERA m3 1#0.$"12#500 ARENA R%E'A CANTERA IERR >%NDID TI# MA !%ARA p@a $3, "5."51$500 CD #5C 'A *? -J !%ARA p@a $+, 1."01$5103 CD #5C 'A 7? -J !%ARA !%ARA u 300.001!3!00 MADERA E%CAI#T +? 8 *? 8 (K !%ARA m *+$, 1!.001!5310 MADERA E%CAI#T RI 3? !%ARA u + "5.001!5311 MADERA E%CAI#T RI 3? +$, !%ARA u $( 12.00


16/30

CODIGO DESCRIPCION LUGAR UND PESO/UNDPRECIO

BASE c/IGV

1!5!00 MADERA E%CAI#T RI 3? 3 m !%ARA u $, 0.501!$100 MADERA E%CAI#T RI *? * m !%ARA m $+ 0.051!$#00 MADERA E%CAI#T RI 7? !%ARA m ( 5.501!$#03 MADERA E%CAI#T RI*? !%ARA p+ ( 5.50

1!!01 MADERA #IN 6REA') !%ARA p+ $+ 0.""200201 MADERA TRNI !%ARA u $, 3.5020"01 MADERA TRNI +? 3? (K !%ARA p+ $(, 1.5"20"02 MADERA TRNI INC%LE CRTE #A !%ARA m+ $+ 3.5020""02 MAA DE '#RTE DE MATERIA >IT !%ARA ((MM '"+, !%ARA u $, "3.00

2!10 T%BERIA #5C I' **3, %> (7MM '"+, !%ARA m $7 1$$.002!120 T%BERIA #5C I' **3, %> (7MM '"+, !%ARA m $1 1$$.002!1"0 T%BERIA #5C 'A *? !%ARA p@a ( 1$$.002!1#0 T%BERIA #5C 'A *? 3 m !%ARA m ($+ 1$$.003202$0 T%BERIA #5C 'A 7? !%ARA u 3$. 1.103202$1 5A5%A CM#%ERTA DE BRNCE DE * !%ARA u +$1 0.#5320#10 5A5%A CM#%ERTA DE BRNCE DE 7 !%ARA u -$+. 3.5032$00 5ERTEDER DE MADERA !%ARA


17/30

BRA

: 2

Err:5!

FLETEPRECIO PRECIO


Err,- Err,- Err,-

5A%EP

37$*- 3$77

37$*- 3$77

.$ 7$1+

Err,- Err,- Err,-

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(.$17 (,($-

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18/30

FLETEPRECIO PRECIO


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19/30

CA&CU&O DE& F&ET

D.S. N 0*#,!00!,MTC

FACTORES DE CONVERSION

REGIONTIPO DE CARRET

A$24o A%rm2o

C'TA de a ( m$s$n$m ($ ($,.

radiente " 3

INTERMEDIA L 'E5A de ( a +, m$s$n$m ($+ +$(

radiente 3 " ,

'IERRA MQs de +, m$s$n$m ($* +$.

radiente , " 1

CUADRO DE DISTANCIAS VIRTUA&ES

RUTAS

DE A

!%ARA CATAC 37$(( ($*

CATAC T%NE DE CA!%I'! 37$+( ($*

T%NE DE CA!%I'! 'AN MARC' *($ +$.

'AN MARC' #MAC!ACA (-$ +$.

#MAC!ACA !%ARI (3$ +$.

!%ARI CCA' ($ 3$-

RUTAS

DE A

!%ARA CCA' 3**$7,

3**.)5

CA&CU&OS DE F&ETE

5E!IC% TI# C3

CA#ACIDAD DE CARA (,$ 2

CIC NRMA >R5

RUTA PESO (6G

3**$7, (,$ .-1$73 $ .-1$73

Costo de >R5 se conciderara $ de acuerdo a& ane8o 5I de& D$'$ NS *-"++"MTC 63$(+$+)

Costo Norma& de acuerdo a& ane8o II D$'$ NS *-"++"MTC 63$(+$+)

ACT%AIACIN A 'E#TIEMBRE DE +((

4= I% 63+) 'ET +(( *3($-( ($3,1

METODO&OGIA DE DETERMINACION DE COSTOS PARA E& SERVICIO PUB&ICO DE TRANSPORTEPASAEROS EN OBMNIBUS + DE CARGA EN CAMION

DISTANCIAREA& (6M

FACTORCONVERSION

DISTANCIAVIRTUA& (6M


COSTONORMA&(SO&ES

COSTO FRV(SO&ES

COSTO TOTA&(SO&ES

!%ARA "MNTERREL

= =


20/30

I% 63+) N5 ++ 3(.$+3

DeHido a que e& D$'$ NS *-"++"MTC 63$(+$+) contemp&a e& Costo de& >&ete a No:iemHre$+ que a Actua&i@ado estos :a&ores teniendo presente &o indicado en D$'$ NJ +("+3"MTC 6(*$,$3)


21/30

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FACTOR DEACTUA&I-ACIO

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22/30

eptiemHre$(( no


23/30

CA&CU&O DE& F&ETE TERRESTRE

#RE'%#%E'T

%BICACIN C$#$ CCA' " !%ARI " !%ARI "ANCA'>EC!A BA'E DICIEMBRE " +((

18, DATOS GENERA&ES DE CARGA

2., POR PESO

DESCRIPCION UND CANTIDAD

AAMBRE DE #%A' M (,1$OATER 'T# M 3*$3( AAMBRE NER RECCID BO N . 4 -+$,. AAMBRE NER RECCID BO N (7 4 (3.$,3CA5 CN CABEA #RECI #RMEDI 4 (3.$-*CA5 #ARA CAAMINA DE + (/+? 4 1$.*

>IERR I' D$7 (/+? M 3$#ERN !EA$R'CA CRRIENTE 3 (/+?3/*? %ND -$++#ERN !EA$CAB$CC!E R'C$CRR$"+ (?(/+? CT ,$.7 ACER CRR%AD >L=*+ 6R"7) #RECI #RMED$ 4 3*-*$*CEMENT #RTAND TI# I 6B'$*+$, 4$) B' ((7$.3BI'ARA DE >IERR 6#RMEDI) #A +($CANDAD 7MM #A ($* ADABA #A 1$>%MINANTE #A 3+$33DINAMITA A 7, 4 ,$3-NITRAT DE AMNI A 33 4 +$7-%IA MI 3+$33

IFA #/MADERA !FA 1($3TIA EN B'A DE + 4$ B' (,.$.7CRDE M *(.$,+#EAMENT #/T%B #5C A *,$,,'DAD%RA CECRD (/.? 4 1($*!I#CRIT DE CACI 3 4 (,$1.A5E #ARA 5A5%A DE CM#%ERTA #A .$IANTRA>IA M+ ($.BARREN 1/.? 8 3p %ND $+* ADITI5 C!EMA ( #5 4 ,*$.7CAFA L TA#A CNCRET #/CNE$ (/+? #A +3-$MADERA TRNI #+ +-1,$+-

MADERA RIA #+ *($1MADERA RIA TRATADA M +*$TRI#AL %#%NA *.(-MM #/ENC>RAD 6. %'') #A ($+7 AN% ACER (?(?3/(7? M (*.$. AN% ACER ( (/*?( (/*?3/(7? M (*.$.#INT%RA ATE A +3$7-#INT%RA E'MATE 'INTETIC A 3.$(1#INT%RA ANTICRR'I5A E#ICA A (+$.7#ANC!A NERA AC 3/(7? *K .K #A $+*#ANC!A NERA AC (/.? *K .K #A 7$-3#ATINA >$N$ (? 3/(7? +K #A 3$BRIDA ACER RM#E A%A +? #A 7$

CAAMINA A5ANIADA ($.3$.3$++MM #N +.+$*7CD ACER A5ANIAD TI# I' I 3/*? -J #A 7$CD ACER A5ANIAD TI# I' I +? -J #A ,+$NI#E ACER A5$ TI# I'"I (?( (/+? #A 1$

CN'TR%CCIN DE 'I'TEMA DE A%A #TAB'ANITARI DE C$#$ CCA'


24/30

NI#E ACER A5$ TI# I'"I ( (/+?+? #A (7$NI#E ACER A5$ TI# I'"I +?+ (/+? #A 1$NI#E ACER A5$ TI# I'"I *?+ (/+? #A (.$%NIN 'IM#E ACER A5ANIAD TI# I' I 3/*? #A 7$%NIN %NI5ER'A >IERR A5$ ( (/+? #A 7$TA#N >$ D$ !EMBRA %R 3/*? #A 7$ ADA#TADR #5C A%A #R/R'$MAC!/!EM$(/+? #A +*+$ ADA#TADR #5C A%A #R/R'$MAC!/!EM$3/*? #A 3,$ ADA#TADR #5C A%A #R/R'$MAC!/!EM$ (? #A +$ ADA#TADR #5C A%A #R/R'$MAC!/!EM$( (/+ #A *-$ ADA#TADR #5C A%A #R/R'$MAC!/!EM$+? #A +,$ ADA#TADR #5C A%A #R/R'$MAC!/!EM$*? #A +$CANA'TIA DE #5C DE ( (/+? #A (-$CANA'TIA DE #5C DE +? #A ,$CANA'TIA DE #5C DE 3/*? #A +$CANA'TIA DE #5C DE (/+? #A ($CD #5C A%A '/# (/+? *,J #A +*+$

CD #5C A%A '/# 3/*? *,J #A ($CD #5C A%A '/# (? *,J #A +1$CD #5C A%A '/# ( (/+? *,J #A ++$CD #5C A%A '/# +? *,J #A -$CD #5C A%A '/# (/+? -J #A +*($CD #5C A%A '/# 3/*? -J #A +,$CD #5C A%A '/# (? -J #A +$CD #5C A%A '/# ( (/+? -J #A ,.$CD #5C A%A '/# +? -J #A (,$CD #5C A%A '/# 3/*? ++$,J #A +$CD #5C A%A '/# (? ++$,J #A (3$CD #5C A%A '/# ( (/+? ++$,J #A (7$

CD #5C A%A '/# +? ++$,J #A .$CD #5C A%A '/# *?-S #A +$CD #5C A%A '/# +?-S #A +$RED%CCIN #5C A%A '# 3/*? A (/+? #A +$RED%CCIN #5C A%A '# (? A (/+? #A -($RED%CCIN #5C A%A '# ( (/+? A 3/*? #A +$RED%CCIN #5C A%A '# ( (/+? A (? #A 1$RED%CCIN #5C A%A '# +? A (? #A *$RED%CCIN #5C A%A '# +? A ( (/+? #A 37$RED%CCIN #5C A%A '# 3? A +? #A (+$RED%CCIN #5C A%A '# *? A +? #A +,$RED%CCIN #5C A%A R'CADA +? A 3/*? #A +$RED%CCIN #5C A%A R'CADA ( (/+? A (/+? #A -7$TA#N #5C A%A '$#$ !EMBRA (/+? #A +($77TA#N #5C A%A '$#$ !EMBRA 3/*? #A ,$(.TA#N #5C A%A '$#$ !EMBRA (? #A +*$+.TA#N #5C A%A '$#$ !EMBRA ( (/+? #A +$7.TA#N #5C A%A '$#$ !EMBRA +? #A 1$,(TA#N #5C A%A '$#$ !EMBRA *? #A *$TA#N #5C A%A R'CAD MAC! (? #A +$TEE #5C A%A '# (/+? #A +$TEE #5C A%A '# 3/*? #A (.$TEE #5C A%A '# (? #A +$

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