RESUMEN DE METRADOS DE BADEN BADEN PROYE PROYECTO CTO UBICACIÓN UBICACIÓN CONSULTOR
: MEJORA MEJORAMIE MIENTO NTO CARRE CARRETER TERA A SAÑ SAÑAY AYCA CA - PAMPA PAMPACHI CHIRI RI : SAÑAY SAÑAYCA CA - PAMPAC PAMPACHIRI HIRI / AYMA AYMARAE RAES S - ANDAHUAY ANDAHUAYLAS LAS / APURI APURIMAC MAC : CONSORCIO FOREPT FECHA : OCTUBRE 2013
04.00.00
OBRAS DE ARTE Y DRENAJE
04.03.00
BADENES
04.03.01
EXCAVACION PARA ESTRUCTURAS
206.62 m3
04.03.02
COMPACTACION EN TERRENO NATURAL
546.81 m2
04.03.03
SUB BASE e=20cm
266.44 m2
04.0 04.03. 3.04 04
ENCO ENCOFR FRA AO O ! ESE ESENC NCOF OFRA RAO O
218. 218.43 43 m2
04.03.05
CONCRETO F"C= 210 #$%CM2
82.25 m3
04.03.06
EMBO&UILLAO E PIERA
'(.11 m3
04.03.0'
)UNTAS ASFALTICAS E=1*
481.00 m
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICAC UBICACIÓN IÓN CONSULTOR
: MEJ MEJORA ORAMI MIENT ENTO O CAR CARRE RETE TERA RA SAÑA SAÑAYC YCA A - PAM PAMPA PACH CHIRI IRI : SAÑ SAÑAY AYCA CA - PAMPA PAMPACHIR CHIRII / AYMA AYMARAE RAES S - ANDAHU ANDAHUAY AYLA LAS S / APURIM APURIMAC AC : CONSORCIO FOREPT
FECHA
: OCTUBRE 2013
04.03.01 ECA!ACION NO CLASIFICADA PARA ESTRUCTURAS
20"."2 #3
E'(1 C8&9) #2 #2
S%1 #2
S%2 #2
S%3 #2
A& &,,+' (';&% #2
L) E<8+;%&'(& & L1 = L7 #
4.'2
0.21
1.80
0.2'
0.51
0.18
2.('
6.55
1(.4'
4.'2
0.21
1.80
0.2'
0.51
0.18
2.('
6.55
1(.4'
5.8'
5.63
0.21
1.80
0.2'
0.51
0.18
2.('
6.'3
20.00
5.82
5.12
4.'2
0.21
1.80
0.2'
0.51
0.18
2.('
6.55
1(.4'
'.55
6.2(
5.8'
5.63
0.21
1.80
0.2'
0.51
0.18
2.('
6.'3
20.00
8.04
'.6(
6.12
5.5(
5.2(
0.21
1.80
0.2'
0.51
0.18
2.('
6.6'
1(.80
26.'
8.3(
'.(2
5.82
5.12
4.'2
0.21
1.80
0.2'
0.51
0.18
2.('
6.55
1(.4'
12.0
33.4
8.'4
8.15
5.53
4.65
4.15
0.21
1.80
0.2'
0.51
0.18
2.('
6.44
1(.14
4.50
12.0
/
/
/
/
/
/
0.21
1.80
0.2'
0.51
0.18
2.('
10.00
2(.'0
4.50
30.0
13.4
'.6(
'.46
6.41
6.06
5.86
0.21
1.80
0.2'
0.51
0.18
2.('
6.'8
20.13
N$
E%&#&'()
U*+,,+'
TIPO
L) # A',) # R+) #
56
L1 #
L2 #
L3 #
L4 #
L7 #
1
B+,e-
14230
TIPO I
'.00
4.50
2
B+,e-
14420
TIPO I
'.00
4.50
15.0
26.'
8.3(
'.(2
5.82
5.12
15.0
26.'
8.3(
'.(2
5.82
5.12
3
B+,e-
20080
TIPO I
'.00
4.50
25.0
16.0
'.83
'.55
6.2(
4
B+,e-
225'5
TIPO I
'.00
4.50
15.0
26.'
8.3(
'.(2
5
B+,e-
23(50
TIPO I
'.00
4.50
25.0
16.0
'.83
6
B+,e-
24100
TIPO I
'.00
4.50
20.0
20.1
'
B+,e-
26(00
TIPO I
'.00
4.50
15.0
8
B+,e-
2(660
TIPO I
'.00
4.50
(
B+,e-
33'(0
TIPO II
10.00
10
B+,e-
38450
TIPO I
'.00
20"."2
TOTALES L 1
E- + E-+,+ L+ = L1L27%2 E- + L+ L+ = L2L37%2 E- + S+9,+ L+ =L3L57%2
L 2 0 0 . 1
R G O LA LA R G e r a e t e t e e C a r r E j e
6 L
L 3
1 . 0 00
L 4 0 5 . 1
L 5 A N C H O
6 .
AN ANC:O 1 . 5 50
Ent1
. 6
Cuerpo
Sal1
R A D I O
Sal2
SECCION TRANSVERSAL Sal3
0 5 . 1
L 5 A N C H O
6 .
1 . 5 0 . 6
R A D I O
PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
E>,;,+' #3
PLANILLA DE METRADOS DE BADEN
: MEJO MEJORA RAMI MIEN ENTO TO CA CARRET RRETER ERA A SAÑA SAÑAYC YCA A - PAMP PAMPA ACHIR CHIRII : SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
: OCTUBRE 2013
AN ANC:O
Ent1 Sal1
Cuerpo
SECCION TRANSVERSAL Sal2
E j e C a r r e t e r a
Sal3
0 5 . 1
L 5 A N C H O
6 .
1 . 5 0 . 6
R A D I O
PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
PLANILLA DE METRADOS DE BADEN
: MEJO MEJORA RAMI MIEN ENTO TO CA CARRET RRETER ERA A SAÑA SAÑAYC YCA A - PAMP PAMPA ACHIR CHIRII : SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
: OCTUBRE 2013
AN ANC:O
Ent1 Cuerpo
Sal1
SECCION TRANSVERSAL Sal2
E j e C a r r e t e r a
Sal3
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CAR CARRE RETE TERA RA SA SAÑAYC ÑAYCA A - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
04.03.02 COMPACTACION EN TERRENO NATURAL
N$ 1
2
3
4
7
"
?
E%&#&'() U*+,,+' B&'
B&'
B&'
B&'
B&'
B&'
B&'
B&'
B&'
14@230
TIPO
C'(.
74".?1 #2
A',) # L) # A%(8 #
A& #
S8* T)(% T)(% #2 #2
TIPO I
71.72
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
'.6(
/
/
'.6(
E- + L+
1.0
4.50
6.(2
/
/
31.15
E- S+9 ,+
1.0
2.36
5.(6
/
/
14.0'
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
'.6(
/
/
'.6(
E- + L+
1.0
4.50
6.(2
/
/
31.15
E- S+9 ,+
1.0
2.36
5.(6
/
/
14.0'
E- + E-+,+
1.0
1.00
'.8'
/
/
'.8'
E- + L+
1.0
4.50
6.(0
/
/
31.0'
E- S+9 ,+
1.0
2.36
5.'0
/
/
13.46
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
8.44
/
/
8.44
E- + L+
1.0
4.50
6.84
/
/
30.'8
E- S+9 ,+
1.0
2.36
4.84
/
/
11.42
E- + E-+,+
1.0
1.00
10.00
/
/
10.00
E- + L+
1.0
4.50
10.00
/
/
45.00
14@420
20@0?0
22@77
23@70
24@100
2"@00
2@""0
33@0
TIPO I
71.72
TIPO I
72.2
TIPO I
71.72
TIPO I
72.2
TIPO I
72.3
TIPO I
71.72
TIPO I
70."4
TIPO II
?."0
: OCTUBRE 2013
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CAR CARRE RETE TERA RA SA SAÑAYC ÑAYCA A - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
04.03.02 COMPACTACION EN TERRENO NATURAL
N$ 1
2
3
4
7
"
?
10
E%&#&'() U*+,,+' B&'
B&'
B&'
B&'
B&'
B&'
B&'
B&'
B&'
B B&'
14@230
TIPO
C'(.
A',) # L) # A%(8 #
A& #
TIPO I 1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
'.6(
/
/
'.6(
E- + L+
1.0
4.50
6.(2
/
/
31.15
E- S+9 ,+
1.0
2.36
5.(6
/
/
14.0'
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
'.6(
/
/
'.6(
E- + L+
1.0
4.50
6.(2
/
/
31.15
E- S+9 ,+
1.0
2.36
5.(6
/
/
14.0'
E- + E-+,+
1.0
1.00
'.8'
/
/
'.8'
E- + L+
1.0
4.50
6.(0
/
/
31.0'
E- S+9 ,+
1.0
2.36
5.'0
/
/
13.46
E- + E-+,+
1.0
1.00
8.16
/
/
8.16
E- + L+
1.0
4.50
6.8'
/
/
30.(2
E- S+9 ,+
1.0
2.36
5.2'
/
/
12.44
E- + E-+,+
1.0
1.00
8.44
/
/
8.44
E- + L+
1.0
4.50
6.84
/
/
30.'8
E- S+9 ,+
1.0
2.36
4.84
/
/
11.42
E- + E-+,+
1.0
1.00
10.00
/
/
10.00
E- + L+
1.0
4.50
10.00
/
/
45.00
E- S+9 ,+
1.0
2.36
10.00
/
/
23.60
E- + E-+,+
1.0
1.00
'.58
/
/
'.58
E- + L+
1.0
4.50
6.(4
/
/
31.21
E- S+9 ,+
1.0
2.36
6.14
/
/
14.48
22@77
23@70
24@100
2"@00
2@""0
33@0
3?@470
FECHA
: OCTUBRE 2013
71.72 1.0
20@0?0
: OCTUBRE 2013
S8* T)(% T)(% #2 #2
E- + E-+,+
14@420
FECHA 74".?1 #2
TIPO I
71.72
TIPO I
72.2
TIPO I
71.72
TIPO I
72.2
TIPO I
72.3
TIPO I
71.72
TIPO I
70."4
TIPO II
?."0
TIPO I
73.2
TOTAL
74".?1
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJOR MEJORAM AMIE IENT NTO O CARR CARRET ETER ERA A SAÑA SAÑAYC YCA A - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
04.03.03 SUB BASE &20,#
N$ 1
E%&#&'() U*+,,+' B&'
14@230
TIPO
B&'
14@420
B&'
20@0?0
B&'
22@77
B&'
23@70
B&'
24@100
B&'
2"@00
B&'
2@""0
B&'
33@0
B B&'
3?@470 E- + L+
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.(2
/
/
25.62
1.0
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.(2
/
/
25.62
1.0
3.'0
6.(0
/
/
25.54
1.0
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.84
/
/
25.31
1.0
3.'0
10.00
/
/
3'.00
1.0
3.'0
6.(4
/
/
25.66
27.43 27.43 27."2 27.43 27."2 27.74 27.43 27.31
TIPO II
E- + L+
10
1.0
TIPO I
E- + L+
S8* T)(% #2
TIPO I
E- + L+
?
A& #
TIPO I
E- + L+
A%(8 #
TIPO I
E- + L+
"
L) & L) #
TIPO I
E- + L+
7
A',) E&,(+;) #
TIPO I
E- + L+
4
T)(% #2
C'(.
TIPO I
E- + L+
3
#2
TIPO I
E- + L+
2
2"".44
3.00
TIPO I
27."" 2"".44 Concreto f'c=210 Kg/cm2
Afirmado e=0.20m MURO DISIPADOR D !R"IA Piedra m#o$%i&&adof'c=1()*g/cm+,P.M.-) AM. MA.
A',) E&,(+;) ANCHO - 0.40-0.40 L) & L) L) L2@L3/2
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJOR MEJORAM AMIE IENT NTO O CARR CARRET ETER ERA A SAÑA SAÑAYC YCA A - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
04.03.03 SUB BASE &20,#
N$ 1
E%&#&'() U*+,,+' B&'
TIPO
14@230
B&' B&'
14@420
B&' B&'
20@0?0
B&' B&'
22@77
B&' B&'
23@70
B B&'
6.8'
/
/
25.43
1.0
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.(2
/
/
25.62
1.0
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.(2
/
/
25.62
1.0
3.'0
6.(0
/
/
25.54
1.0
3.'0
6.8'
/
/
25.43
1.0
3.'0
6.84
/
/
25.31
1.0
3.'0
10.00
/
/
3'.00
1.0
3.'0
6.(4
/
/
25.66
27."2
TIPO I
27.74
2"@00
TIPO I
27.43
2@""0
TIPO I
27.31
TIPO II
3.00
E- + L+
10
3.'0
TIPO I
24@100
33@0
1.0
27.43
E- + L+
S8* T)(% #2
TIPO I
E- + L+
?
A& #
27."2
E- + L+
A%(8 #
TIPO I
E- + L+
"
L) & L) #
27.43
E- + L+
7
A',) E&,(+;) #
TIPO I
E- + L+
4
T)(% #2
C'(.
27.43
E- + L+
3
#2
TIPO I
E- + L+
2
2"".44
3?@470
: OCTUBRE 2013
TIPO I
27.""
E- + L+
2"".44 Concreto f'c=210 Kg/cm2
Afirmado e=0.20m
A',) E&,(+;) ANCHO - 0.40-0.40 L) & L) L) L2@L3/2
MURO DISIPADOR D !R"IA Piedra m#o$%i&&adof'c=1()*g/cm+,P.M.-) AM. MA.
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJOR MEJORAM AMIE IENT NTO O CARR CARRET ETER ERA A SAÑ SAÑAY AYCA CA - PAM PAMPA PACH CHIR IRII : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYLA YLAS S / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
04.03.04 ENCOFRADO ENCOFRADO Y DESENCOFRA DESENCOFRADO DO
N$ 1
2
3
4
E%&#&'() U*+,,+' B&'
14@230
TIPO
C'(+
A',) #
L) #
A%(8 #
A& #2
S8* T)(% #2
TIPO I 6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+ E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+ E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
'.83
0.20
/
1.5'
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.55
0.20
/
1.51
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.55
0.20
/
1.51
E- L+/L-9<,9-+ ce-
1.00
/
6.(2
0.20
/
1.38
E- L+/L-9<,9-+ 9->e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
5.8'
0.61
/
3.58
6.00
1.00
/
0.20
/
1.20
B&'
B&'
14@420
20@0?0
22@77
E- E-+,+/T+-;e+ E-+,+/T+-;e+
T)(% #2 21.4
E- E-+,+/T+-;e+ E-+,+/T+-;e+
B&'
: OCTUBRE 2013
21?.43 #2
TIPO I
E'(
Area =0.2m2
21.4
TIPO I
22.14
TIPO I
21.4
Piedra m#o$%i&&adof'c=1()*g/cm+,P.M.-) AM. MA.
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJOR MEJORAM AMIE IENT NTO O CARR CARRET ETER ERA A SAÑ SAÑAY AYCA CA - PAM PAMPA PACH CHIR IRII : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYLA YLAS S / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
04.03.04 ENCOFRADO ENCOFRADO Y DESENCOFRA DESENCOFRADO DO
N$ 1
2
3
4
E%&#&'() U*+,,+' B&'
TIPO
14@230
C'(+
A',) #
L) #
A%(8 #
A& #2
S8* T)(% #2
TIPO I 6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+ E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+ E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
'.83
0.20
/
1.5'
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.55
0.20
/
1.51
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.55
0.20
/
1.51
E- L+/L-9<,9-+ ce-
1.00
/
6.(2
0.20
/
1.38
E- L+/L-9<,9-+ 9->e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
5.8'
0.61
/
3.58
E- E-+,+/T+-;e+ E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
B&'
B&'
14@420
TIPO I
20@0?0
E'(
Area =0.2m2
Piedra m#o$%i&&adof'c=1()*g/cm+,P.M.-) AM. MA.
21.4
TIPO I
22@77
T)(% #2 21.4
E- E-+,+/T+-;e+ E-+,+/T+-;e+
B&'
: OCTUBRE 2013
21?.43 #2
22.14
TIPO I
21.4
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICACI UBICACIÓN ÓN CONSULTOR
7
"
?
:M MEJ EJORA ORAMIE MIENT NTO O CAR CARRE RETE TERA RA SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI : SAÑ SAÑAY AYCA CA - PAMP PAMPAC ACHIRI HIRI / AYMA AYMARAE RAES S - ANDAH ANDAHUA UAYLA YLAS S / APURIMA APURIMAC C : CONSORCIO FOREPT
FECHA
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
'.83
0.20
/
1.5'
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.55
0.20
/
1.51
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.55
0.20
/
1.51
E- L+/L-9<,9-+ ce-
1.00
/
6.(2
0.20
/
1.38
E- L+/L-9<,9-+ 9->e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.8'
0.61
/
3.58
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.04
0.20
/
1.61
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.6(
0.20
/
1.54
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.6(
0.20
/
1.54
E- L+/L-9<,9-+ ce-
1.00
/
6.(0
0.20
/
1.38
E- L+/L-9<,9-+ 9->e9
1.00
/
6.12
0.20
/
1.22
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.12
0.20
/
1.22
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.5(
0.61
/
3.41
E- E-+,+/T+-;e+
4.00
1.00
/
0.20
/
0.80
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
4.00
4.50
/
0.2
/
3.60
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
4.00
2.8(
/
0.20
/
2.31
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.'4
0.20
/
1.'5
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
8.15
0.20
/
1.63
E- L+/T+-;e+
6.00
4 50
B&'
B&'
B&'
B&'
23@70
24@100
2"@00
2@""0
TIPO I
: OCTUBRE 2013
22.14
TIPO I
A-c? S+9,+ T+-;e+= T+-;e+= 1.500.610.'8=2.8(m. 1.500.610.'8=2.8(m.
21.
TIPO I
1?.3
TIPO I
21.4
02
5.40
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICACI UBICACIÓN ÓN CONSULTOR
7
"
?
:M MEJ EJORA ORAMIE MIENT NTO O CAR CARRE RETE TERA RA SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI : SAÑ SAÑAY AYCA CA - PAMP PAMPAC ACHIRI HIRI / AYMA AYMARAE RAES S - ANDAH ANDAHUA UAYLA YLAS S / APURIMA APURIMAC C : CONSORCIO FOREPT
FECHA
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
'.83
0.20
/
1.5'
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.55
0.20
/
1.51
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.55
0.20
/
1.51
E- L+/L-9<,9-+ ce-
1.00
/
6.(2
0.20
/
1.38
E- L+/L-9<,9-+ 9->e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.2(
0.20
/
1.26
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.8'
0.61
/
3.58
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.04
0.20
/
1.61
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.6(
0.20
/
1.54
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.6(
0.20
/
1.54
E- L+/L-9<,9-+ ce-
1.00
/
6.(0
0.20
/
1.38
E- L+/L-9<,9-+ 9->e9
1.00
/
6.12
0.20
/
1.22
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.12
0.20
/
1.22
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.5(
0.61
/
3.41
E- E-+,+/T+-;e+
4.00
1.00
/
0.20
/
0.80
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.3(
0.20
/
1.68
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
'.(2
0.20
/
1.58
E- L+/T+-;e+
4.00
4.50
/
0.2
/
3.60
E- L+/L-9<,9-+ <e9
1.00
/
'.(2
0.20
/
1.58
E- L+/L-9<,9-+ ce-
1.00
/
6.8'
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/T+-;e+
4.00
2.8(
/
0.20
/
2.31
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.82
0.20
/
1.16
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
5.12
0.61
/
3.12
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
8.'4
0.20
/
1.'5
E- E-+,+/L-9<,9-+ E-+,+/L-9<,9-+ 9->e9
1.00
/
8.15
0.20
/
1.63
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
8.15
0.20
/
1.63
E- L+/L-9<,9-+ ce-
1.00
/
6.84
0.20
/
1.3'
E- L+/L-9<,9-+ 9->e9
1.00
/
5.53
0.20
/
1.11
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
5.53
0.20
/
1.11
E- S+9,+/L-9<,9-+ 9 ->e9
1.00
/
4.65
0.61
/
2.84
E- E-+,+/T+-;e+
4.00
1.00
/
0.20
/
0.80
E- E-+,+/L-9<,9-+ <e9
1.00
/
10.00
0.20
/
2.00
B&'
B&'
B&'
B&'
B&'
23@70
TIPO I
24@100
A-c? S+9,+ T+-;e+= T+-;e+= 1.500.610.'8=2.8(m. 1.500.610.'8=2.8(m.
21.
TIPO I
2@""0
33@0
22.14
TIPO I
2"@00
: OCTUBRE 2013
1?.3
TIPO I
21.4
TIPO II
24.?1
PLANILLA DE METRADOS DE BADEN PROYE PROYECT CTO O UBICACI UBICACIÓN ÓN CONSULTOR
10
: MEJOR MEJORAM AMIEN IENTO TO CARRE CARRETE TERA RA SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI : SAÑAY SAÑAYCA CA - PAMP PAMPAC ACHIRI HIRI / AYMA AYMARAE RAES S - ANDA ANDAHUA HUAYLA YLAS S / APURIMA APURIMAC C : CONSORCIO FOREPT
E- E-+,+/L-9<,9-+ 9->e9
1.00
/
E- L+/T+-;e+
4.00
4.50
/
E- L+/L-9<,9-+ <e9
1.00
/
10.00
E- L+/L-9<,9-+ ce-
1.00
/
10.00
E- L+/L-9<,9-+ 9->e9
1.00
/
E- S+9,+/T+-;e+
4.00
E- S+9,+/L-9<,9-+ <e9 E- S+9,+/L-9<,9-+ 9->e9
2.00
0.2
/
3.60
0.20
/
2.00
0.20
/
2.00
10.00
0.20
/
2.00
2.8(
/
0.20
/
2.31
1.00
/
10.00
0.20
/
2.00
1.00
/
10.00
0.61
/
6.10
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
'.6(
0.20
/
1.54
E- E-+,+/L-9<,9-+ 9->e9
1.00
/
'.46
0.20
/
1.4(
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.46
0.20
/
1.4(
E- L+/L-9<,9-+ ce-
1.00
/
6.(4
0.20
/
1.3(
E- L+/L-9<,9-+ 9->e9
1.00
/
6.41
0.20
/
1.28
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.41
0.20
/
1.28
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
6.06
0.61
/
3.'0
3?@470
0.20
FECHA /
B B&'
10.00
TIPO I
22.24
TOTAL
21?.43
: OCTUBRE 2013
PLANILLA DE METRADOS DE BADEN PROYE PROYECT CTO O UBICACI UBICACIÓN ÓN CONSULTOR
10
: MEJOR MEJORAM AMIEN IENTO TO CARRE CARRETE TERA RA SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI : SAÑAY SAÑAYCA CA - PAMP PAMPAC ACHIRI HIRI / AYMA AYMARAE RAES S - ANDA ANDAHUA HUAYLA YLAS S / APURIMA APURIMAC C : CONSORCIO FOREPT
E- E-+,+/L-9<,9-+ 9->e9
1.00
/
/
2.00
E- L+/T+-;e+
4.00
4.50
/
E- L+/L-9<,9-+ <e9
1.00
/
10.00
0.2
/
3.60
0.20
/
E- L+/L-9<,9-+ ce-
1.00
/
10.00
2.00
0.20
/
E- L+/L-9<,9-+ 9->e9
1.00
/
2.00
10.00
0.20
/
E- S+9,+/T+-;e+
4.00
2.00
2.8(
/
0.20
/
E- S+9,+/L-9<,9-+ <e9
2.31
1.00
/
10.00
0.20
/
E- S+9,+/L-9<,9-+ 9->e9
2.00
1.00
/
10.00
0.61
/
6.10
E- E-+,+/T+-;e+
6.00
1.00
/
0.20
/
1.20
E- E-+,+/L-9<,9-+ <e9
1.00
/
'.6(
0.20
/
1.54
E- E-+,+/L-9<,9-+ 9->e9
1.00
/
'.46
0.20
/
1.4(
E- L+/T+-;e+
6.00
4.50
/
0.2
/
5.40
E- L+/L-9<,9-+ <e9
1.00
/
'.46
0.20
/
1.4(
E- L+/L-9<,9-+ ce-
1.00
/
6.(4
0.20
/
1.3(
E- L+/L-9<,9-+ 9->e9
1.00
/
6.41
0.20
/
1.28
E- S+9,+/T+-;e+
6.00
2.8(
/
0.20
/
3.4'
E- S+9,+/L-9<,9-+ <e9
1.00
/
6.41
0.20
/
1.28
E- S+9,+/L-9<,9-+ 9->e9
1.00
/
6.06
0.61
/
3.'0
B B&'
3?@470
10.00
0.20
TIPO I
FECHA
: OCTUBRE 2013
FECHA
: OCTUBRE 2013
22.24
TOTAL
21?.43
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJOR MEJORA AMIENT MIENTO O CARR CARRET ETER ERA A SAÑA SAÑAYC YCA A - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
04.03.07 CONCRETO FC 210 G/CM2
N$ 1
2
3
4
7
E%&#&'()
U*+,,+'
TIPO
B B&'
14@230
TIPO I
?2.27 #3
C'(+
A',) #
L) #
A%(8 #
A& #2
S8* T)(% #3
T)(% #3 .??
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
5.82
/
0.08
0.4'
L+ +,e-
1.00
4.50
6.8'
0.20
/
6.18
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
5.82
/
0.08
0.4'
L+
1.00
4.50
6.8'
0.20
/
6.18
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.55
/
0.08
0.60
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
6.2(
/
0.08
0.50
L+
1.00
4.50
6.(2
0.20
/
6.23
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
A-c? e>ec9; e>ec9; = A-c? A-c? / 0.40 / 0.40 0.40
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
L+ <e9 = L2
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
5.82
/
0.08
0.4'
L+ 9->e9 = L3
L+
1.00
4.50
6.8'
0.20
/
6.18
B B&'
B B&'
B B&'
B B&'
14@420
20@0?0
22@77
23@70
TIPO I
.??
TIPO I
SECCION TRANSVERSAL
.3
TIPO I
A2=0.03m2 A1=0.03m2
.??
TIPO I
L+ ,e + = L2L37%2
.3
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.55
/
0.08
0.60
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
6.2(
/
0.08
0.50
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJOR MEJORA AMIENT MIENTO O CARR CARRET ETER ERA A SAÑA SAÑAYC YCA A - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
FECHA
04.03.07 CONCRETO FC 210 G/CM2
N$ 1
2
3
4
7
E%&#&'()
U*+,,+'
TIPO
B B&'
14@230
TIPO I
: OCTUBRE 2013
?2.27 #3
C'(+
A',) #
L) #
A%(8 #
A& #2
S8* T)(% #3
T)(% #3 .??
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
5.82
/
0.08
0.4'
L+ +,e-
1.00
4.50
6.8'
0.20
/
6.18
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
5.82
/
0.08
0.4'
L+
1.00
4.50
6.8'
0.20
/
6.18
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.55
/
0.08
0.60
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
6.2(
/
0.08
0.50
L+
1.00
4.50
6.(2
0.20
/
6.23
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
A-c? e>ec9; e>ec9; = A-c? A-c? / 0.40 / 0.40 0.40
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
L+ <e9 = L2
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
5.82
/
0.08
0.4'
L+ 9->e9 = L3
L+
1.00
4.50
6.8'
0.20
/
6.18
B B&'
B B&'
B B&'
B B&'
14@420
20@0?0
22@77
23@70
TIPO I
.??
TIPO I
SECCION TRANSVERSAL
.3
TIPO I
A2=0.03m2 A1=0.03m2
.??
TIPO I
L+ ,e + = L2L37%2
.3
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.55
/
0.08
0.60
U@+ ,e + / L-9<,9-+ 9->e9
1.00
/
6.2(
/
0.08
0.50
PLANILLA DE METRADOS DE BADEN PROYE PROYECT CTO O UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJORA MEJORAMIE MIENT NTO O CARRE CARRETE TERA RA SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
"
?
10
FECHA
1.00
4.50
6.(2
0.20
/
6.23
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.6(
/
0.08
0.62
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
6.12
/
0.08
0.4(
L+
1.00
4.50
6.(0
0.20
/
6.21
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
5.82
/
0.08
0.4'
L+
1.00
4.50
6.8'
0.20
/
6.18
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
8.15
/
0.08
0.65
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
5.53
/
0.08
0.44
L+
1.00
4.50
6.84
0.20
/
6.16
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
10.00
/
0.08
0.80
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
10.00
/
0.08
0.80
L+
1.00
4.50
10.00
0.20
/
(.00
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.46
/
0.08
0.60
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
6.41
/
0.08
0.51
L+
1.00
4.50
6.(4
0.20
/
6.24
L+
B B&'
B B&'
B B&'
B&'
B&'
24@100
2"@00
2@""0
33@0
3?@470
TIPO I
: OCTUBRE 2013
.1
TIPO I
A1=0.03m2
.??
TIPO I
.?4
TIPO II
11.1
TIPO I
.4
TOTAL
?2.27
A2=0.03m2
PLANILLA DE METRADOS DE BADEN PROYE PROYECT CTO O UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJORA MEJORAMIE MIENT NTO O CARRE CARRETE TERA RA SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
"
?
10
FECHA
1.00
4.50
6.(2
0.20
/
6.23
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.6(
/
0.08
0.62
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
6.12
/
0.08
0.4(
L+
1.00
4.50
6.(0
0.20
/
6.21
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.(2
/
0.08
0.63
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
5.82
/
0.08
0.4'
L+
1.00
4.50
6.8'
0.20
/
6.18
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
8.15
/
0.08
0.65
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
5.53
/
0.08
0.44
L+
1.00
4.50
6.84
0.20
/
6.16
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
10.00
/
0.08
0.80
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
10.00
/
0.08
0.80
L+
1.00
4.50
10.00
0.20
/
(.00
U@+ ,e + / +-;e+
2.00
3.'0
/
/
0.08
0.5(
U@+ ,e + / L-9<,9-+ <e9
1.00
/
'.46
/
0.08
0.60
U@+ ,e + / L-9<,9-+ 9 ->e9
1.00
/
6.41
/
0.08
0.51
L+
1.00
4.50
6.(4
0.20
/
6.24
L+
B B&'
B B&'
B B&'
B&'
B&'
24@100
2"@00
2@""0
33@0
3?@470
TIPO I
: OCTUBRE 2013
.1
A1=0.03m2
TIPO I
A2=0.03m2
.??
TIPO I
.?4
TIPO II
11.1
TIPO I
.4
TOTAL
?2.27
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CA CARRET RRETER ERA A SAÑA SAÑAYC YCA A - PAM PAMPA PACH CHIRI IRI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APURI APURIMA MAC C : CONSORCIO FOREPT
FECHA
4.03.0" EMBOUILLADO DE PIEDRA
N$ 1
2
3
E%&#&'()
U*+,,+'
TIPO
B B&'
14@230
TIPO I
7
"
?
A',) #
L) #
A%(8 #
A& #2
S8* T)(% #3
/
8.16
/
0.32
2.61
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
Secc9- +-;e+ ,e e-e,+
1.00
/
8.16
/
0.32
2.61
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
B B&'
14@420
20@0?0
T)(% #3 .27
1.00
TIPO I
.27
TIPO I
A1 =0.2m2 A2 =0.3m2
."
Secc9- +-;e+ ,e e-e,+
1.00
/
'.6(
/
0.32
2.46
Secc9- +-;e+ ,e +9,+
1.00
/
6.08
/
0.38
2.31
1.00
/
5.'5
/
0.52
2.((
Secc9- +-;e+ ,e e-e,+
1.00
/
8.16
/
0.32
2.61
L+ ,e + +9,+ =L3L47%2
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
L+ ,e m< ,99+, =L4L57%2
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
Secc9- +-;e+ ,e e-e,+
1.00
/
'.6(
/
0.32
2.46
Secc9- +-;e+ ,e +9,+
1.00
/
6.08
/
0.38
2.31
Secc9- +-;e+ m< ,99+,
1.00
/
5.'5
/
0.52
2.((
Secc9- +-;e+ ,e e-e,+
1.00
/
'.8'
/
0.32
2.52
Secc9- +-;e+ ,e +9,+
1.00
/
5.85
/
0.38
2.22
Secc9- +-;e+ m< ,99+,
1.00
/
5.44
/
0.52
2.83
Secc9- +-;e+ ,e e-e,+
1.00
/
8.16
/
0.32
2.61
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
Secc9- +-;e+ ,e e-e,+
1.00
/
8.44
/
0.32
2.'0
Secc9- +-;e+ ,e +9,+
1.00
/
5.0(
/
0.38
1.(3
Secc9- +-;e+ m< ,99+,
1.00
/
4.40
/
0.52
2.2(
Secc9- +-;e+ ,e e-e,+
1.00
/
10.00
/
0.32
3.20
Secc9- +-;e+ ,e +9,+
1.00
/
10.00
/
0.38
3.80
Secc9- +-;e+ m< ,99+,
4
C'(+
Secc9- +-;e+ ,e e-e,+
B B&'
: OCTUBRE 2013
.11 #3
B B&'
B B&'
B B&'
B B&'
B B&'
B&'
22@77
23@70
24@100
2"@00
2@""0
33@0
TIPO I
A =0.)2m2
.27
TIPO I
."
TIPO I
.7
TIPO I
.27
TIPO I
".2
TIPO II
12.20
L+ ,e + e-+,+ = L1L27%2
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CA CARRET RRETER ERA A SAÑA SAÑAYC YCA A - PAM PAMPA PACH CHIRI IRI : SAÑA SAÑAYC YCA A - PAM PAMPA PACHI CHIRI RI / AYMA AYMARA RAES ES - ANDA ANDAHUA HUAYL YLAS AS / APURI APURIMA MAC C : CONSORCIO FOREPT
FECHA
4.03.0" EMBOUILLADO DE PIEDRA
N$ 1
2
3
4
7
"
?
10
E%&#&'()
U*+,,+'
TIPO
B B&'
14@230
TIPO I
C'(+
A',) #
L) #
A%(8 #
A& #2
S8* T)(% #3
1.00
/
8.16
/
0.32
2.61
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
Secc9- +-;e+ ,e e-e,+
1.00
/
8.16
/
0.32
2.61
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
B B&'
14@420
20@0?0
T)(% #3 .27
Secc9- +-;e+ ,e e-e,+
B B&'
: OCTUBRE 2013
.11 #3
TIPO I
.27
A1 =0.2m2
TIPO I
A2 =0.3m2
."
Secc9- +-;e+ ,e e-e,+
1.00
/
'.6(
/
0.32
2.46
Secc9- +-;e+ ,e +9,+
1.00
/
6.08
/
0.38
2.31
Secc9- +-;e+ m< ,99+,
1.00
/
5.'5
/
0.52
2.((
Secc9- +-;e+ ,e e-e,+
1.00
/
8.16
/
0.32
2.61
L+ ,e + +9,+ =L3L47%2
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
L+ ,e m< ,99+, =L4L57%2
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
Secc9- +-;e+ ,e e-e,+
1.00
/
'.6(
/
0.32
2.46
Secc9- +-;e+ ,e +9,+
1.00
/
6.08
/
0.38
2.31
Secc9- +-;e+ m< ,99+,
1.00
/
5.'5
/
0.52
2.((
Secc9- +-;e+ ,e e-e,+
1.00
/
'.8'
/
0.32
2.52
Secc9- +-;e+ ,e +9,+
1.00
/
5.85
/
0.38
2.22
Secc9- +-;e+ m< ,99+,
1.00
/
5.44
/
0.52
2.83
Secc9- +-;e+ ,e e-e,+
1.00
/
8.16
/
0.32
2.61
Secc9- +-;e+ ,e +9,+
1.00
/
5.4'
/
0.38
2.08
Secc9- +-;e+ m< ,99+,
1.00
/
4.(2
/
0.52
2.56
Secc9- +-;e+ ,e e-e,+
1.00
/
8.44
/
0.32
2.'0
Secc9- +-;e+ ,e +9,+
1.00
/
5.0(
/
0.38
1.(3
Secc9- +-;e+ m< ,99+,
1.00
/
4.40
/
0.52
2.2(
Secc9- +-;e+ ,e e-e,+
1.00
/
10.00
/
0.32
3.20
Secc9- +-;e+ ,e +9,+
1.00
/
10.00
/
0.38
3.80
Secc9- +-;e+ m< ,99+,
1.00
/
10.00
/
0.52
5.20
Secc9- +-;e+ ,e e-e,+
1.00
/
'.58
/
0.32
2.42
Secc9- +-;e+ ,e +9,+
1.00
/
6.24
/
0.38
2.3'
Secc9- +-;e+ m< ,99+,
1.00
/
5.(6
/
0.52
3.10
B B&'
B B&'
B B&'
B B&'
B B&'
B&'
B&'
22@77
23@70
24@100
2"@00
2@""0
33@0
3?@470
A =0.)2m2
TIPO I
.27
TIPO I
L+ ,e + e-+,+ = L1L27%2
."
TIPO I
.7
TIPO I
.27
TIPO I
".2
TIPO II
12.20
TIPO I
.?
TOTAL
.11
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CAR CARRE RETE TERA RA SAÑ SAÑA AYCA YCA - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYCA YCA - PAMPA PAMPACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APURI APURIMA MAC C : CONSORCIO FOREPT
FECHA
4.03.0 JUNTAS ASFALTICAS E1
: OCTUBRE 2013
4? 4?1. 1.00 00 # L 1
N$ 1
E%&#&'() U*+,,+' B&'
14@230
TIPO
4
L) T)(% #
A%(8 #
A& #2
S8* T)(% #
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
1.00
/
5.82
/
/
5.82
B&'
14@420
TIPO I 4.00
'.86
/
/
/
1.00
/
'.(2
/
/
'.(2
1.00
/
6.8'
/
/
6.8'
)<-+ L-9<,9-+ 9->e9
1.00
/
5.82
/
/
5.82
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.55
/
/
'.55
)<-+ L-9<,9-+ me,9
1.00
/
6.(2
/
/
6.(2
)<-+ L-9<,9-+ 9->e9
1.00
/
6.2(
/
/
6.2(
B&'
22@77
0 0 . 1
O LA LA R G e r a e t e r r e e C a E j e
1 . 0 0
TIPO I
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
6 .
1 . 5 0 . 6
R
)<-+ T+-;e+ =ANC:O 1.001.500.86 )<-+ L-9<,9-+ <e9 = L2 )<-+ L-9<,9-+ me,9 = L2L37%2
72.0"
)<-+ +-;e+
0 5 . 1
L 5 A N C H O
72.21
TIPO I
6 L
L 4
31.44
)<-+ L-9<,9-+ me,9
20@0?0
L 2
L 3
72.0"
)<-+ L-9<,9-+ <e9
B&'
T)(% # 72.0"
)<-+ +-;e+
)<-+ +-;e+
3
A',) T)(% #
TIPO I
)<-+ L-9<,9-+ 9->e9
2
C'(+
)<-+ L-9<,9-+ 9->e9 = L3
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CAR CARRE RETE TERA RA SAÑ SAÑA AYCA YCA - PAMP PAMPAC ACHI HIRI RI : SAÑA SAÑAYCA YCA - PAMPA PAMPACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APURI APURIMA MAC C : CONSORCIO FOREPT
FECHA
4.03.0 JUNTAS ASFALTICAS E1
: OCTUBRE 2013
4? 4?1. 1.00 00 # L 1
N$ 1
E%&#&'() U*+,,+' B&'
14@230
TIPO
3
4
A',) T)(% #
L) T)(% #
A%(8 #
A& #2
S8* T)(% #
TIPO I 4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
1.00
/
5.82
/
/
5.82
B&'
14@420
TIPO I 4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
)<-+ L-9<,9-+ 9->e9
1.00
/
5.82
/
/
5.82
20@0?0
TIPO I 4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.55
/
/
'.55
)<-+ L-9<,9-+ me,9
1.00
/
6.(2
/
/
6.(2
)<-+ L-9<,9-+ 9->e9
1.00
/
6.2(
/
/
6.2(
22@77
0 0 . 1
O LA LA R G e r a e t e r r e e C a E j e
1 . 0 0
TIPO I
6 L
L 4
6 .
1 . 5 0 . 6
R
)<-+ T+-;e+ =ANC:O 1.001.500.86 )<-+ L-9<,9-+ <e9 = L2 )<-+ L-9<,9-+ me,9 = L2L37%2
72.0"
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
0 5 . 1
L 5 A N C H O
72.21
)<-+ +-;e+
B&'
L 2
L 3
72.0"
)<-+ +-;e+
B&'
T)(% # 72.0"
)<-+ +-;e+
)<-+ L-9<,9-+ 9->e9
2
C'(+
)<-+ L-9<,9-+ 9->e9 = L3
0 5 . 1
L 5 A N C H O
6 .
1 . 5 0 . 6
R
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CAR CARRE RETE TERA RA SA SAÑAYC ÑAYCA A - PAM PAMPA PACH CHIR IRII : SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
7
"
?
10
FECHA
1.00
/
5.82
/
/
5.82
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.55
/
/
'.55
)<-+ L-9<,9-+ me,9
1.00
/
6.(2
/
/
6.(2
)<-+ L-9<,9-+ 9->e9
1.00
/
6.2(
/
/
6.2(
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.6(
/
/
'.6(
)<-+ L-9<,9-+ me,9
1.00
/
6.(0
/
/
6.(0
)<-+ L-9<,9-+ 9->e9
1.00
/
6.12
/
/
6.12
)<-+ +-;e+
2.00
'.86
/
/
/
15.'2
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
)<-+ L-9<,9-+ 9->e9
1.00
/
5.82
/
/
5.82
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
8.15
/
/
8.15
)<-+ L-9<,9-+ me,9
1.00
/
6.84
/
/
6.84
)<-+ L-9<,9-+ 9->e9
1.00
/
5.53
/
/
5.53
)<-+ +-;e+
2.00
'.86
/
/
/
15.'2
)<-+ L-9<,9-+ <e9
1.00
/
10.00
/
/
10.00
)<-+ L-9<,9-+ me,9
1.00
/
10.00
/
/
10.00
)<-+ L-9<,9-+ 9->e9
1.00
/
10.00
/
/
10.00
)<-+ +-;e+
4.00
3.36
/
/
/
13.44
)<-+ L-9<,9-+ <e9
1.00
/
'.46
/
/
'.46
)<-+ L-9<,9-+ me,9
1.00
/
6.(4
/
/
6.(4
)<-+ L-9<,9-+ 9->e9
1.00
/
6.41
/
/
6.41
)<-+ L-9<,9-+ 9->e9
B&'
B&'
B&'
B&'
B&'
B B&'
23@70
24@100
2"@00
2@""0
33@0
3?@470
TIPO I
: OCTUBRE 2013
72.21
TIPO I
72.17
TIPO I
3".34
TIPO I
E j e C a r r e t e r a
71."
TIPO II
47.2
TIPO I
34.27
TOTAL
4?1.00 A-c? T+ = ANC:O 1.001.500.86
0 5 . 1
L 5 A N C H O
6 .
1 . 5 0 . 6
R
PLANILLA DE METRADOS DE BADEN PROY PROYEC ECTO TO UBICA UBICACIÓ CIÓN N CONSULTOR
: MEJO MEJORA RAMI MIEN ENTO TO CAR CARRE RETE TERA RA SA SAÑAYC ÑAYCA A - PAM PAMPA PACH CHIR IRII : SAÑA SAÑAYC YCA A - PAMPA PAMPACHI CHIRI RI / AYM AYMAR ARAE AES S - ANDA ANDAHUA HUAYL YLAS AS / APUR APURIMA IMAC C : CONSORCIO FOREPT
7
"
?
10
FECHA
1.00
/
5.82
/
/
5.82
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.55
/
/
'.55
)<-+ L-9<,9-+ me,9
1.00
/
6.(2
/
/
6.(2
)<-+ L-9<,9-+ 9->e9
1.00
/
6.2(
/
/
6.2(
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
'.6(
/
/
'.6(
)<-+ L-9<,9-+ me,9
1.00
/
6.(0
/
/
6.(0
)<-+ L-9<,9-+ 9->e9
1.00
/
6.12
/
/
6.12
)<-+ +-;e+
2.00
'.86
/
/
/
15.'2
)<-+ L-9<,9-+ <e9
1.00
/
'.(2
/
/
'.(2
)<-+ L-9<,9-+ me,9
1.00
/
6.8'
/
/
6.8'
)<-+ L-9<,9-+ 9->e9
1.00
/
5.82
/
/
5.82
)<-+ +-;e+
4.00
'.86
/
/
/
31.44
)<-+ L-9<,9-+ <e9
1.00
/
8.15
/
/
8.15
)<-+ L-9<,9-+ me,9
1.00
/
6.84
/
/
6.84
)<-+ L-9<,9-+ 9->e9
1.00
/
5.53
/
/
5.53
)<-+ +-;e+
2.00
'.86
/
/
/
15.'2
)<-+ L-9<,9-+ <e9
1.00
/
10.00
/
/
10.00
)<-+ L-9<,9-+ me,9
1.00
/
10.00
/
/
10.00
)<-+ L-9<,9-+ 9->e9
1.00
/
10.00
/
/
10.00
)<-+ +-;e+
4.00
3.36
/
/
/
13.44
)<-+ L-9<,9-+ <e9
1.00
/
'.46
/
/
'.46
)<-+ L-9<,9-+ me,9
1.00
/
6.(4
/
/
6.(4
)<-+ L-9<,9-+ 9->e9
1.00
/
6.41
/
/
6.41
)<-+ L-9<,9-+ 9->e9
B&'
B&'
B&'
B&'
B&'
B B&'
23@70
TIPO I
24@100
72.21
TIPO I
2"@00
72.17
TIPO I
2@""0
3".34
TIPO I
33@0
E j e C a r r e t e r a
71."
TIPO II
3?@470
: OCTUBRE 2013
47.2
TIPO I
34.27
TOTAL
4?1.00 A-c? T+ = ANC:O 1.001.500.86
N$
E%&#&'()
U*+,,+'
TIPO
L) #
A',) # R+) #
L1 #
L2 #
1
B+,e-
14230
TIPO I
'.0
5.30
15.0
8.3(
'.(2
2
B+,e-
14420
TIPO I
'.0
5.30
15.0
8.3(
'.(2
3
B+,e-
20080
TIPO I
'.0
5.30
25.0
'.83
'.55
4
B+,e-
225'5
TIPO I
'.0
5.30
15.0
8.3(
'.(2
5
B+,e-
23(50
TIPO I
'.0
5.30
25.0
'.83
'.55
6
B+,e-
24100
TIPO I
'.0
5.30
20.0
8.04
'.6(
'
B+,e-
26(00
TIPO I
'.0
5.30
15.0
8.3(
'.(2
8
B+,e-
2(660
TIPO I
'.0
5.30
12.0
8.'4
8.15
(
B+,e-
38450
TIPO I
'.0
5.30
30.0
'.6(
'.46
N$
E%&#&'()
U*+,,+'
TIPO
L) #
A',) #
R+) #
L1 #
L2 #
1
B+,e-
14230
TIPO I
'.0
5.30
15.0
8.3(
'.(2
2
B+,e-
14420
TIPO I
'.0
5.30
15.0
8.3(
'.(2
3
B+,e-
20080
TIPO I
'.0
5.30
25.0
'.83
'.55
4
B+,e-
225'5
TIPO I
'.0
5.30
15.0
8.3(
'.(2
5
B+,e-
23(50
TIPO I
'.0
5.30
25.0
'.83
'.55
6
B+,e-
24100
TIPO I
'.0
5.30
20.0
8.04
'.6(
'
B+,e-
26(00
TIPO I
'.0
5.30
15.0
8.3(
'.(2
8
B+,e-
2(660
TIPO I
'.0
5.30
12.0
8.'4
8.15
(
B+,e-
38450
TIPO I
'.0
5.30
30.0
'.6(
'.46
N$
E%&#&'()
U*+,,+'
TIPO
L) #
A',) #
1
B+,e-
33'(0
TIPO II
10.0
5.00
A',) E&,(+;) # 4.20
A',) E&,(+;) #
L3 #
L4 #
L7 #
5.45
4.'5
4.35
4.50
5.45
4.'5
4.35
4.50
6.0'
5.65
5.41
4.50
5.45
4.'5
4.35
4.50
6.0'
5.65
5.41
4.50
5.84
5.31
5.01
4.50
5.45
4.'5
4.35
4.50
5.06
4.1(
3.68
4.50
6.22
5.8'
5.6'
4.50
L1
#
L2
#
L3
#
L4
#
L7
#
/
/
/
/
/
/
/
/
/
/
