CAPEX Integrado R1

8/16/2019 CAPEX Integrado R1

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Work Element Contrato WBS level Descripción Cantidad

BAC1010 1 141 Excavación Estructural 13.80

BAE1020 1 141 Excavación Masiva Material Común 48,990.00

BA1020 1 141 Excavación Masiva !oca 48,990.00

BB1020 1 141 !elleno "elecciona#o Com$acta#o 10,%82.3&

'AA1020 1 141 (ormi)ón (20 1%.&0'BB1010 1 141 Arma#ura #e re*uer+o A%30420( 10&.%0

1 141 2 -- !EA 141/ ACCE" E "5 -- 0.00

BAE1020 1 221 Excavación Masiva Material Común 3,9%6.&0

BA1020 1 221 Excavación Masiva !oca 4,%%3.2&

CAB1040 1 221 Contra*oso 7 100 m 30.90

CBA10&0 1 221 ernos 2& mm, 7 3,2 m 2%3.%8

CBC1030 1 221 Malla Bi+coc:o 1000% 1,1&8.6&

'AA1010 1 221 (ormi)ón (10 9.90

'AA1040 1 221 (ormi)ón (3& 110.00

'AA1110 1 221 (ormi)ón ro;ecta#o %1.%0

'BB1010 1 221 Arma#ura #e re*uer+o A%30420( 14,248.30

'BB1020 1 221 Barra :elicoi#al A4428( 3,621.30

(CA1010 1 221 Barras #e anclaCA7 D1er 0.00

CAA1010 1 2&1 Excavación Acceso 4,& x 4,0 m 14&.23

CAC1140 1 2&1 Excavación 'alera &,& x 4,& m %38.%0

CAC11%0 1 2&1 Excavación 'alera &,& x &,0 m 391.40

CAC1220 1 2&1 rontón 4,& x 4,0 m 108.1&


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CBA1040 1 2&1 ernos 2& mm, 7 3,0 m 3,208.4&

CBC1030 1 2&1 Malla Bi+coc:o 1000% 621.00

CB1010 1 2&1 (ormi)ón ro;ecta#o 3&2.2%

1 2&1 2 -- !EA 2&1/ ""=EMA E >ECCF> !>C 0.00

'AA1040 1 290 (ormi)ón (3& 14.30

'BB1010 1 290 Arma#ura #e re*uer+o A%30420( 899.80(CA1010 1 290 Barras #e anclaCA7 D2#o 0.00

CA10&0 2 2&1 Excavación iue ?entilacion 3 m 331.%%

CA1060 2 2&1 Excavación iue ?entilación 4 m 882.61

2 2&1 2 -- !EA 2&1/ ""=EMA E >ECCF> !>C 0.00

CA1060 2 2&2 Excavación iue ?entilación 4 m 1,238.0%

2 2&2 2 -- !EA 2&2/ ""=EMA E EG=!ACCF> !> 0.00

2 ++ 1 - iues n;ección H Extracción - 0.00

(AA103& 3 440 Estructura (ea# rame ; otros com$onentes ((1120 3 440 uente 'rúa =i$o Monovi)a, Ca$aci#a# & ton, 1.00

>M1010 3 440 ?entila#or Motor ; olea, 20 ( Dnclui#o en "ist 1.00

>M?1030 3 440 is$ositivo #e !anura#o #e olea Dinclui#o en Ia 1.00

>M?1040 3 440 Eui$o #e Mani$ulación #e Cales Dinclui#o en I 1.00

>M?1060 3 440 (uinc:e #e =amor, Ca$aci#a# 1,% ton Dnlui#o 1.00

>M?1080 3 440 Iaula "Ji$, Ca$aci#a# >ominal 31 ton 1.00>M?1090 3 440 Iaula Auxiliar, Ca$aci#a# 10 ersonas 1.00

>M?1130 3 440 olea e*lectora Dnclui#o en Iaula "Ji$K 1.00

>M?1140 3 440 olea Motri+ =i$o ricción, &.000 ( Dnclui#o en 1.00

>M?12&0 3 440 ni#a# #e Aire Acon#iciona#o =i$o Muro, 1( 1.00

>M?12%0 3 440 ni#a# #e 7uricación Dinclui#a en Iaula "Ji$K 1.00

>M?1280 3 440 ni#a# (i#rLulica 10 ( 1.00

>M?1290 3 440 ni#a# (i#rLulica &0 ( 1.00

>M?1320 3 440 ni#a# (i#rLulica 20 ( 1.00

>M?1330 3 440 ni#a# resuri+ación "ala #e olea. ncl. ?entila 1.00

=A1010 3 440 'enera#or #e Emer)encia iesel Dnclui#o en Ia 1.00

3 440 2 -- !EA 440/ ""=EMA" E =!A>"!=E ?E 0.00

3 ++ 1 - A#uisición ; Monta


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4 22& 2 -- !EA 22&/ !AMA ACCE" !>CA7 D2#o 0.00

BA10&0 4 231 esuinc:e 381.80

CAA1020 4 231 Excavación Acceso &,& x 4,& m &3%.%3

CAC1020 4 231 Excavación 'alera 3,0 x 3,0 m 21.%3

CAC1040 4 231 Excavación 'alera 4,0 x 4,0 m 6&.19

CAC10%0 4 231 Excavación 'alera 4,0 x &,0 m 49.44CAC1140 4 231 Excavación 'alera &,& x 4,& m 8%.&2

CAC1160 4 231 Excavación 'alera %,0 x &,0 m 82.40

CAC1200 4 231 Excavación 'alera 6,& x %,0 m 1%%.8%

CAC1210 4 231 Excavación 'alera 6,& x %,% m 69.31

CBA1020 4 231 ernos 2& mm, 7 2,0 m 1&.4&

CBA1030 4 231 ernos 2& mm, 7 2,& m 20%.00

CBA1040 4 231 ernos 2& mm, 7 3,0 m 1,%0%.80

CBA10%0 4 231 ernos 2& mm, 7 3,& m 6%2.20

CBC1030 4 231 Malla Bi+coc:o 1000% 3,131.20

CB1010 4 231 (ormi)ón ro;ecta#o 392.43

4 231 2 -- !EA 231/ =A77E! E MA>=E>CF> E E 0.00

CAC11%0 4 2&2 Excavación 'alera &,& x &,0 m 1,&91.3&

CAC1230 4 2&2 rontón &,& x &,0 m 2%.68

CAC1240 4 2&2 rontón 6,0 x &,0 m 41.20

CAC12&0 4 2&2 rontón 6,0 x %,8 m 46.38

CBA1040 4 2&2 ernos 2& mm, 7 3,0 m 4,490.80

CBC1030 4 2&2 Malla Bi+coc:o 1000% 6,313.00

CB1010 4 2&2 (ormi)ón ro;ecta#o %28.30

AC1010 4 2&2 (ailitación ; "aneamiento Cerro >orte 1.00

4 2&2 2 -- !EA 2&2/ ""=EMA E EG=!ACCF> !> 0.00

BA10&0 4 420 esuinc:e 2,%34.%&CAC1040 4 420 Excavación 'alera 4,0 x 4,0 m &9.64

CAC10%0 4 420 Excavación 'alera 4,0 x &,0 m 32.9%

CAC1100 4 420 Excavación 'alera &,0 x 4,0 m 3%.0&

CAC1110 4 420 Excavación 'alera &,0 x 4,6 m 3,031.29

CAC1130 4 420 Excavación 'alera &,0 x &,0 m 3%.0&

CAC1140 4 420 Excavación 'alera &,& x 4,& m 106.12

CAC11%0 4 420 Excavación 'alera &,& x &,0 m 3%.0&

CAC1310 4 420 rontón &,% x 4,6 m 21.%3

CAC1320 4 420 rontón 4,0 x 4,0 m 18.&4

CBA1040 4 420 ernos 2& mm, 7 3,0 m 10,300.00

CBB1020 4 420 Cale Minica)e 1% mm, 7 & m 20%.00

CBC1030 4 420 Malla Bi+coc:o 1000% &,1&0.00

CB1010 4 420 (ormi)ón ro;ecta#o 1,199.9&

4 420 2 -- !EA 420/ >?E7 E =!A>"!=E >=E!M 0.00

BA10&0 4 431 esuinc:e 1,%44.&0

CAB1020 4 431 Excavación "ala C:anca#o %,493.12

CAB1030 4 431 Excavación "ala Elctrica &,0 x 4,0 m 68.28


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CAC12%0 4 431 rontón &,2 x 4,& m 19.88

CBA1060 4 431 ernos 2& mm, 7 &,0 m 688.98

CBB1010 4 431 Cale Minica)e 1% mm, 7 10 m 128.6&

CBB1020 4 431 Cale Minica)e 1% mm, 7 & m 20%.00

CBC1010 4 431 Malla Acma 2,369.30

CB1010 4 431 (ormi)ón ro;ecta#o 236.934 431 2 -- !EA 431/ "A7A E C(A>CA -- 0.00

CAB10&0 4 432 Excavación =olva Mineral 2,&81.18

4 432 2 -- !EA 432/ AC "B=E!!>E -- 0.00

4 ++ 1 - esarrollo - 0.00

BA10&0 & 440 esuinc:e 11.&0

CAC1030 & 440 Excavación 'alera 4,0 x 3,6 m 664.&%

CAC1040 & 440 Excavación 'alera 4,0 x 4,0 m 44.29

CAC1060 & 440 Excavación 'alera 4,& x 4,0 m 126.62

CAC1180 & 440 Excavación 'alera 6,1 x 4,& m %9.01

CAC1190 & 440 Excavación 'alera 6,2 x 3,6 m 64.1%

CAC1220 & 440 rontón 4,& x 4,0 m 18.&4

CAC1280 & 440 rontón 6,& x 4,& m 1&.%%

CA1010 & 440 Excavación C:imenea ?entilacion 2,& m 21&.26

CA1020 & 440 Excavación iue "Ji$ 6 m &%6.&3

CBA1040 & 440 ernos 2& mm, 7 3,0 m 3,399.00

CBB1020 & 440 Cale Minica)e 1% mm, 7 & m 312.09

CBC1030 & 440 Malla Bi+coc:o 1000% 1,24%.30

CB1010 & 440 (ormi)ón ro;ecta#o 1,23%.00

& 440 2 -- !EA 440/ ""=EMA" E =!A>"!=E ?E 0.00

& ++ 1 - iue "Ji$ - 0.00

CAA1010 % 321 Excavación Acceso 4,& x 4,0 m 208.0%CAC1010 % 321 Excavación Caeceras 4,& x 4,0 m 109.18

CAC1060 % 321 Excavación 'alera 4,& x 4,0 m 408.91

CAE1010 % 321 er*oración 3N 94,440.60

CBA1040 % 321 ernos 2& mm, 7 3,0 m 662.&0

CBA1080 % 321 ernos ira 7 2,&m con !esina 2,%62.8&

CB1020 % 321 (ormi)ón ro;ecta#o con ira Acero %.18

% 321 2 -- !EA 321/ "B>?E7 @2& >!=E -- 0.00

CAA1010 % 322 Excavación Acceso 4,& x 4,0 m 164.06

CAC1010 % 322 Excavación Caeceras 4,& x 4,0 m 110.21

CAC1060 % 322 Excavación 'alera 4,& x 4,0 m %8&.98

CAE1010 % 322 er*oración 3N &%,299.80

CBA1040 % 322 ernos 2& mm, 7 3,0 m 1,032.0%

CBA1080 % 322 ernos ira 7 2,&m con !esina 3,&61.01

CB1020 % 322 (ormi)ón ro;ecta#o con ira Acero 8.24

% 322 2 -- !EA 322/ "B>?E7 & >!=E -- 0.00

BA10&0 % 323 esuinc:e 80.&0

CAA1010 % 323 Excavación Acceso 4,& x 4,0 m 104.03


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CAC1010 % 323 Excavación Caeceras 4,& x 4,0 m &1&.00

CAC10%0 % 323 Excavación 'alera 4,0 x &,0 m 32.9%

CAC1060 % 323 Excavación 'alera 4,& x 4,0 m 2,3%9.00

CAC1100 % 323 Excavación 'alera &,0 x 4,0 m 32.9%

CAC1220 % 323 rontón 4,& x 4,0 m 60.04

CAE1010 % 323 er*oración 3N 2&8,324.00CBA1040 % 323 ernos 2& mm, 7 3,0 m 3,331.02

CBA1080 % 323 ernos ira 7 2,&m con !esina 11,&22.%1

CB1020 % 323 (ormi)ón ro;ecta#o con ira Acero 24.62

% 323 2 -- !EA 323/ "B>?E7 30 >!=E -- 0.00

BA10&0 % 324 esuinc:e 11&.00

CAA1010 % 324 Excavación Acceso 4,& x 4,0 m %1.80

CAC1010 % 324 Excavación Caeceras 4,& x 4,0 m &1&.00

CAC10%0 % 324 Excavación 'alera 4,0 x &,0 m 32.9%

CAC1060 % 324 Excavación 'alera 4,& x 4,0 m 2,462.00

CAC1100 % 324 Excavación 'alera &,0 x 4,0 m 32.9%

CAC1220 % 324 rontón 4,& x 4,0 m 46.38

CBA1040 % 324 ernos 2& mm, 7 3,0 m 3,&4%.29

CBA1080 % 324 ernos ira 7 2,&m con !esina 12,2%6.30

CB1020 % 324 (ormi)ón ro;ecta#o con ira Acero 2%.68

% 324 2 -- !EA 324/ "B>?E7 && >!=E -- 0.00

BA10&0 % 331 esuinc:e 2,03&.&0

CA1030 % 331 Excavación iue ?acia#o 2,0 x 2,0 m 9%2.02

CA10&0 % 331 Excavación iue ?entilacion 3 m 803.40

% 331 2 -- !EA 331/ =!A"A" "EC=! >!=E -- 0.00

% ++ 1 - re$aración - 0.00

BAC1010 6 131 Excavación Estructural 2&4.1&BBC1010 6 131 !elleno Estructural 333.&0

CBC1020 6 131 Malla Acma C2&6 &1&.00

'AA1010 6 131 (ormi)ón (10 3.9%

'AA1030 6 131 (ormi)ón (30 1%0.%0

'BB1010 6 131 Arma#ura #e re*uer+o A%30420( 9,%3%.00

(AA1010 6 131 Estructura liviana O 30 J)Hm 11,880.00

=AA1010 6 131 "uestación nitaria 13,8H0,4 J?, 300 J?A 1.00

=AB1&90 6 131 anel #e istriución #e uer+a 400 ?, 400 A, & 1.00

=IA1030 6 131 "ala Elctrica =A' 130E!000 1.00

=51090 6 131 Cale #e *uer+a multicon#uctor 1x&Hc P2 AQ', cl 49&.00

=51100 6 131 Cale #e *uer+a multicon#uctor 1x&Hc P2H0 AQ', 186.00

=51130 6 131 Cale #e *uer+a multicon#uctor 1x&Hc P4H0 AQ', 1%&.00

=7A1030 6 131 7nea 3 13,8 J? "u$er*icie, con#uctor #esnu#o 26&.00

BA1210 6 131 "istema #e Control 1.00

BA1220 6 131 "istema #e 'estión nte)ra#o 1.00

BB1010 6 131 ira F$tica monomo#o, ti$o A"" %,490.00

BB1020 6 131 ira F$tica "in)le IacJet monomo#o, 48 :ilos 8,9&0.00


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BB1030 6 131 'ainetes ira F$tica Dnclui#o en suministro #e 22.00

6 131 2 -- !EA 131/ "A7A E C>=!7 -- 0.00

=51210 6 210 Cale ra#iante 7eaJ; ee#er, 12.000 m Dinclu;e i 1.00

6 210 2 -- !EA 210/ 'E>E!A7 -- 0.00

AEA1010 6 231 Barrera #e rotección 4.32

'AA1010 6 231 (ormi)ón (10 0.&&'AA1030 6 231 (ormi)ón (30 9%.80

'AA1040 6 231 (ormi)ón (3& 82%.10


'BB1020 6 231 Barra :elicoi#al A4428( 26&.00

(AA1010 6 231 Estructura liviana O 30 J)Hm &,292.00

(AA1020 6 231 Estructura me#iana entre 30 R %0 J)Hm &,940.00

(AA1030 6 231 Estructura $esa#a S %0 J)Hm 14,202.00

(BA1020 6 231 arrilla #e iso A!"% 962.00

(BC1010 6 231 Baran#as 8%4.00

(CA1010 6 231 Barras #e ancla((1010 6 231 uente 'rúaT Ca$aci#a# 1&H2 ton, Acc. Elctrico 1.00

>ME1010 6 231 Com$resor #e =ornillo, nc. Acumula#or, 1 m3, &0 1.00

>M?1100 6 231 MLuina #e 7ava#o a resión, 10 ( 1.00

>M?1200 6 231 "istema #e Extracción #e 'ases. ncl. ?entila#or 3.00

=AA1010 6 231 "uestación nitaria 13,8H0,4 J?, 300 J?A 1.00

=AB1210 6 231 CC B= 400 ?, 800 A, &0 (+, ncomin)/ 1xCB80 1.00

=AB1&60 6 231 anel #e istriución #e uer+a 400 ?, 2&0 A, & 1.00

=AB1%10 6 231 =alero #e uer+a #e nstrumentación 11& ?AC, 1.00

=AE1010 6 231 " 220H11& ?AC, & J?A, >ema 12 Dinclui#o en 2.00

=571010 6 231 Cae+a #e ex$ansión 1 3H8U :ilo &H8U 44.00=571020 6 231 CLncamo #e acero )alvani+a#o 1,&m #e lar)o, 1U 44.00

=571060 6 231 Anillos $ortacale recuiertas %U 220.00

=7A1020 6 231 7nea 3 13,8 J? nterior Mina, 1x3Hc P&00 MCM &&0.00

=7A1080 6 231 Mensa


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6 231 2 -- !EA 231/ =A77E! E MA>=E>CF> E E 0.00

5AE1010 6 241 !e*u)io =i$o Container Contra ncen#io, Ca$aci &.00

>M?10&0 6 241 Extintor en Carro =i$o " &.00

>M?10&& 6 241 Extintor ortLtil =i$o " &0.00

>M?10%0 6 241 'ainetes #e Man)ueras, iLmetro 11H2N, 7on)i 2&.00

>M?11&0 6 241 "istema AutomLtico M200 10.00>M?11%0 6 241 "istema #e !ocia#ores #e Es$uma 1.00

>M?1160 6 241 "istema Contra ncen#io AutomLtico " 18.00

>M?1190 6 241 "istema #e As$ersores D"$rinJlersK 3.00

>M?1210 6 241 "istema #e "u$resión #e olvo, Bouillas #e As$ 2&.00

!CA10&0 6 241 CaW. Ac. Car. Astm A&3 "c: "t# Ext. Bisela#os %21.00

!CA1110 6 241 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 33.81

!CA1120 6 241 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 3,208.9%

!A1020 6 241 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 14.00

!A1030 6 241 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 4.00

!A10%0 6 241 ittin) Ac. Car. Astm A234 'r Q$ "c: "t# Ext 434.00

!A1120 6 241 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B &,930.00

!A11&0 6 241 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A &,930.00

!A1160 6 241 lan)e "li$on Acero Car., Astm A10&, Clase 3 1,0%4.00

!A1210 6 241 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 434.00

!A1240 6 241 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 14.00

!A12&0 6 241 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 4.00

!A1260 6 241 nión esmontale iam. 4N 14.00

!A1280 6 241 nión esmontale iam. %N 4.00

!=A1030 6 241 iltro N;N lan)e Ansi B1%.& Clase 300 iam. 4N 14.00

!=A1040 6 241 iltro N;N lan)e Ansi B1%.& Clase 300 iam. %N 4.00

!?A1080 6 241 ?Llvula Bola Actua#or M "ervicio resión o$ 14.00!?A1090 6 241 ?Llvula Bola Actua#or M "ervicio resión o$ 4.00

!?1010 6 241 ?Llvula Com$uerta Actua#or "ervicio resió 1.00

!?1040 6 241 ?Llvula Com$uerta Actua#or M "ervicio resi 3.00

!?10&0 6 241 ?Llvula Com$uerta Actua#or M "ervicio resi 13.00

!?10%0 6 241 ?Llvula Com$uerta Actua#or M "ervicio res 1.00





!?M1160 6 241 ?Llvula Mari$osa Actua#or M "ervicio resió 1.00

!?M1180 6 241 ?Llvula Mari$osa Actua#or M "ervicio resió 2.00

!??1010 6 241 ?Llvula Alivio Actua#or "ervicio resión o$. 6.00


!??10&0 6 241 ?Llvula !e). resion Actua#or "ervicio res 2.00

!??10%0 6 241 ?Llvula !e). resion Actua#or "ervicio res 14.00

!??1060 6 241 ?Llvula !e). resion Actua#or "ervicio resi 4.00

!?Q1010 6 241 ?Llvula Control Actua#or " "ervicio resión 1.00


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CA1180 6 2&0 !a#io Base #e 2 vas 2.00

CA1200 6 2&0 "Vitc: Et:ernet 10.00

CA1210 6 2&0 =el*ono Escritorio 2.00

6 2&0 2 -- !EA 2&0/ 'E>E!A7 -- 0.00

BAC1010 6 2&1 Excavación Estructural 363.6&

BAE1020 6 2&1 Excavación Masiva Material Común 3,663.1&BA1020 6 2&1 Excavación Masiva !oca 3,663.1&

BBC1010 6 2&1 !elleno Estructural 213.90

'AA1010 6 2&1 (ormi)ón (10 14.30

'AA1020 6 2&1 (ormi)ón (20 %.%0

'AA1030 6 2&1 (ormi)ón (30 23%.&0

'AA1040 6 2&1 (ormi)ón (3& &1.60

'BB1010 6 2&1 Arma#ura #e re*uer+o A%30420( 2&,%39.90

(AA1010 6 2&1 Estructura liviana O 30 J)Hm 388.80

(BA1020 6 2&1 arrilla #e iso A!"% 421.20

(CA1010 6 2&1 Barras #e ancla((1240 6 2&1 =ecle Monorriel, Ca$aci#a# 3 ton, =raslación Ma 1.00

>M1110 6 2&1 ?entila#or Axial $ara ucto #e Man)as, 2&.00 18.00

>M1240 6 2&1 ?entila#or Axial $ara Mina "uterrLnea, 4&0.0 2.00

>M?1010 6 2&1 am$er !e)ula#or #e luM?1230 6 2&1 "istema #e uertas #e ?entilación. ncl. ni#a# ( 2.00

6 2&1 2 -- !EA 2&1/ ""=EMA E >ECCF> !>C 0.00

BAC1010 6 2&2 Excavación Estructural 189.6&

BBC1010 6 2&2 !elleno Estructural 20.60

'AA1010 6 2&2 (ormi)ón (10 6.60

'AA1030 6 2&2 (ormi)ón (30 10&.%0'BB1010 6 2&2 Arma#ura #e re*uer+o A%30420( 8,398.&0

(CA1010 6 2&2 Barras #e anclaM1210 6 2&2 ?entila#or Axial $ara Mina "uterrLnea, 6&.00 1.00

>M1220 6 2&2 ?entila#or Axial $ara Mina "uterrLnea, 200.0 1.00

>M1230 6 2&2 ?entila#or Axial $ara Mina "uterrLnea, 360.0 2.00

>M?1010 6 2&2 am$er !e)ula#or #e luM?1230 6 2&2 "istema #e uertas #e ?entilación. ncl. ni#a# ( 3.00

6 2&2 2 -- !EA 2&2/ ""=EMA E EG=!ACCF> !> 0.00

CBC1020 6 2%0 Malla Acma C2&6 %23.1&

'AA1010 6 2%0 (ormi)ón (10 42.90

'AA1030 6 2%0 (ormi)ón (30 3&3.10

'AA1110 6 2%0 (ormi)ón ro;ecta#o 1%.&0

'BB1010 6 2%0 Arma#ura #e re*uer+o A%30420( 28,469.00

(AA1010 6 2%0 Estructura liviana O 30 J)Hm 4,821.12

(AA1020 6 2%0 Estructura me#iana entre 30 R %0 J)Hm 2,043.3%

(AA1030 6 2%0 Estructura $esa#a S %0 J)Hm 8,016.92

(BA1020 6 2%0 arrilla #e iso A!"% 3,16&.20


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(BC1010 6 2%0 Baran#as 1,03%.80

(CA1010 6 2%0 Barras #e ancla((1210 6 2%0 =ecle Monorriel, Ca$aci#a# 1,& ton, Manual 1.00

>1010 6 2%0 Boma o+o ro*un#o, 30 lHs, &0 ( 3.00>1030 6 2%0 Boma Centr*u)a ?ertical "umer)ile, 30 lHs, %.00

>104& 6 2%0 Boma Centri*u)a (ori+ontal, 2% lHs, 6,&( 2.00

>10&0 6 2%0 Boma Centr*u)a (ori+ontal Multieta$a, 30 lH 3.00

>10%0 6 2%0 Boma Centr*u)a (ori+ontal Multieta$a, %0 lH 3.00

!CA1060 6 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 2,921.00

!CA1080 6 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 286.&0

!CA1100 6 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 13.80

!CA1110 6 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os &6.&0

!CA1120 6 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 9&.4&

!A1060 6 2%0 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 10,400.00

!A1080 6 2%0 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 1,220.00

!A1100 6 2%0 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 36.00



!A1140 6 2%0 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 36.00

!A11&0 6 2%0 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 606.00

!A1180 6 2%0 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 10,400.00


!A1220 6 2%0 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 223.00

!?A1010 6 2%0 ?Llvula Bola Actua#or M "ervicio Q resión $ 4.00

!?A1030 6 2%0 ?Llvula Bola Actua#or M "ervicio Q resión $ %.00!?A1040 6 2%0 ?Llvula Bola Actua#or M "ervicio Q resión %.00

!?A10&0 6 2%0 ?Llvula Bola Actua#or M "ervicio Q resión $ %.00

!?A1060 6 2%0 ?Llvula Bola Actua#or M "ervicio Q resión %.00

!?1020 6 2%0 ?Llvula Com$uerta Actua#or M "ervicio Q res 8.00

!?1030 6 2%0 ?Llvula Com$uerta Actua#or M "ervicio Q res 8.00

!?(1010 6 2%0 ?Llvula !etención Actua#or "ervicio Q resi 2.00



!?(10&0 6 2%0 ?Llvula !etención Actua#or "ervicio Q resi 3.00


!?M1080 6 2%0 ?Llvula Mari$osa Actua#or M "ervicio Q resi 2.00



!?M1120 6 2%0 ?Llvula Mari$osa Actua#or M "ervicio Q resió 2.00

!?M1130 6 2%0 ?Llvula Mari$osa Actua#or M "ervicio Q resió 1.00


!?M11%0 6 2%0 ?Llvula Mari$osa Actua#or M "ervicio Q resió 3.00


11/78

=AA1120 6 2%0 =rans*orma#or #e istriución 13,8H0,4 J?, 1.000 2.00

=AA1140 6 2%0 =rans*orma#or #e istriución 13,8H0,4 J?, 22& J 4.00

=AA11%0 6 2%0 =rans*orma#or #e istriución 13,8H0,4 J?, &00 J 2.00

=AA1230 6 2%0 =rans*orma#or #e o#er 13,8H0,4 J?, 1.&00 J?A 4.00

=AB1010 6 2%0 CCM 400 ?, 800 A, &0 (+, ncomin)/ 2xCB800A 1.00

=AB1020 6 2%0 CCM 400 ?, 1.200 A, &0 (+, ncomin)/ 2xCB120 1.00=AB1030 6 2%0 CCM 400 ?, 800 A, &0 (+, ncomin)/ 2xCB800A 2.00

=AB1040 6 2%0 CCM 400 ?, 800 A, &0 (+, ncomin)/ 2xCB800A 1.00

=AB10&0 6 2%0 CCM 400 ?, 800 A, &0 (+, ncomin)/ 2xCB800A 1.00

=AB13&0 6 2%0 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 1x %.00

=AB1&&0 6 2%0 anel #e istriución #e uer+a 400 ?, 2&0 A, & %.00

=AB1%10 6 2%0 =alero #e uer+a #e nstrumentación 11& ?AC, %.00

=AE1010 6 2%0 " 220H11& ?AC, & J?A, >ema 12 Dinclui#o en 12.00

=51010 6 2%0 Cale #e *uer+a multicon#uctor 1x4Hc P2 AQ', cl 990.00

=51020 6 2%0 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', 49&.00

=510&0 6 2%0 Cale #e *uer+a multicon#uctor 1x4Hc P3&0 MCM, 990.00

=510%0 6 2%0 Cale #e *uer+a multicon#uctor 1x4Hc P4 AQ', cl 330.00

=51080 6 2%0 Cale #e *uer+a multicon#uctor 1x4Hc P&00 MCM, 49&.00

=51130 6 2%0 Cale #e *uer+a multicon#uctor 1x&Hc P4H0 AQ', 132.00

=51220 6 2%0 Con#uctor #esnu#io #e core P2H0 AQ' 1&0.00

=51230 6 2%0 Con#uctor #esnu#io #e core P4H0 AQ' 2,000.00

=51020 6 2%0 Ban#eAIE !>CA 0.00

!CA1010 6 260 CaW. Ac. Car. Astm A20% "c: 80 "Hcostura ia 1,80&.&0


12/78

!CA1100 6 260 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os &6.&0

!A1040 6 260 ittin) Ac. Car. Astm A10& Clase 3000 Ext. !osc 126.00

!A1100 6 260 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 113.00

6 260 2 -- !EA 260/ ""=EMA E A!E CM!M 0.00

=AA1140 6 320 =rans*orma#or #e istriución 13,8H0,4 J?, 22& J %.00

=AA11%0 6 320 =rans*orma#or #e istriución 13,8H0,4 J?, &00 J 12.00=AB1060 6 320 CCM 400 ?, 800 A, &0 (+, ncomin)/ 2xCB800A %.00

=AB1080 6 320 CCM 400 ?, 800 A, &0 (+, ncomin)/ 2xCB800A 2.00


=AB1310 6 320 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 2x 6.00

=AB1410 6 320 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 2x 2.00

=AB1&40 6 320 anel #e istriución #e uer+a 400 ?, 2&0 A, & %.00

=AB1&&0 6 320 anel #e istriución #e uer+a 400 ?, 2&0 A, & 3.00


=AE1010 6 320 " 220H11& ?AC, & J?A, >ema 12 Dinclui#o en %.00

=51020 6 320 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', 2,960.00

=51040 6 320 Cale #e *uer+a multicon#uctor 1x4Hc P2&0 MCM, 4,4&&.00

=510%0 6 320 Cale #e *uer+a multicon#uctor 1x4Hc P4 AQ', cl 990.00


=51220 6 320 Con#uctor #esnu#io #e core P2H0 AQ' 22&.00

=51230 6 320 Con#uctor #esnu#io #e core P4H0 AQ' 2,92&.00

=51020 6 320 Ban#e


13/78

(CA1010 6 323 Barras #e ancla?E7 30 >!=E -- 0.00

A1030 6 330 =ransmisor #e osición 2.00

CA1120 6 330 CLmara CC=? 12.00

6 330 2 -- !EA 330/ 'E>E!A7 -- 0.00

'AA1030 6 331 (ormi)ón (30 33.00

'AA1040 6 331 (ormi)ón (3& 164.90

'AA10&0 6 331 (ormi)ón (&0 &1.48

'BB1010 6 331 Arma#ura #e re*uer+o A%30420( 2%,400.00

'BB1030 6 331 Barras 20 mm, Cali#a# "A! 1020 62.%0

(AA1010 6 331 Estructura liviana O 30 J)Hm &6,363.92


(BA1020 6 331 arrilla #e iso A!"% %,%&4.9%

(BA1030 6 331 arrilla iM?1240 6 331 "istema #e "u$resión #e olvo, Bouillas #e As$ %.00>M?1290 6 331 ni#a# (i#rLulica &0 ( %.00

!?A1140 6 331 ?Llvula Bola Actua#or M "ervicio Q resión $ 8.00

!?A11%0 6 331 ?Llvula Bola Actua#or M "ervicio Q resión $ 1%.00

!?A1190 6 331 ?Llvula Bola Actua#or M "ervicio A resión $ 1%.00

!?Q1030 6 331 ?Llvula Control Actua#or " "ervicio Q resión 8.00

6 331 2 -- !EA 331/ =!A"A" "EC=! >!=E -- 0.00

'BB1030 6 332 Barras 20 mm, Cali#a# "A! 1020 62.%0

(AA1010 6 332 Estructura liviana O 30 J)Hm 19,124.%4

(BA1020 6 332 arrilla #e iso A!"% 2,218.32

(BC1010 6 332 Baran#as 403.92

6 332 2 -- !EA 332/ =!A"A" "EC=! "! -- 0.00

'BB1030 6 333 Barras 20 mm, Cali#a# "A! 1020 3%.30

(AA1010 6 333 Estructura liviana O 30 J)Hm 28,%8%.9%

(BA1020 6 333 arrilla #e iso A!"% 3,326.48

(BC1010 6 333 Baran#as %0&.88

6 333 2 -- !EA 333/ =!A"A" >E!! -- 0.00

'AA1040 6 420 (ormi)ón (3& &,014.90


14/78

>M?1110 6 420 Martillo ica!oca (i#rLulico 1.00

>M?1210 6 420 "istema #e "u$resión #e olvo, Bouillas #e As$ 1.00

>M?1290 6 420 ni#a# (i#rLulica &0 ( 1.00

!A1200 6 420 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A &%&.00

!?A1100 6 420 ?Llvula Bola Actua#or M "ervicio Q resión $. 6.00

=AA11&0 6 420 =rans*orma#or #e istriución 13,8H0,4 J?, 300 J 2.00=AA11%0 6 420 =rans*orma#or #e istriución 13,8H0,4 J?, &00 J 2.00



=AB1310 6 420 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 2x 2.00

=AB1&&0 6 420 anel #e istriución #e uer+a 400 ?, 2&0 A, & 2.00



=51020 6 420 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', 82&.00

=510%0 6 420 Cale #e *uer+a multicon#uctor 1x4Hc P4 AQ', cl 1%&.00


=51220 6 420 Con#uctor #esnu#io #e core P2H0 AQ' 30.00

=51230 6 420 Con#uctor #esnu#io #e core P4H0 AQ' 29&.00

=51020 6 420 Ban#e=E!M 0.00

!CA101& 6 430 CaW. Ac. Car. Astm A&3 "c: Gs Ext. !osc. iam 88&.&0

!CA1090 6 430 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 1,63%.&0

!CA1100 6 430 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 402.&0

!CA1110 6 430 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 19&.&0


!A10&0 6 430 ittin) Ac. Car. Astm A10& Clase 3000 Ext. !osc 8&.00


15/78

!A10%0 6 430 ittin) Ac. Car. Astm A234 'r Q$ "c: "t# Ext 190.00

!A1090 6 430 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B &%&.00

!A1100 6 430 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 2%6.00

!A1120 6 430 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 1,%%0.00

!A11%0 6 430 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 1,%%0.00

!A1210 6 430 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 190.00!?A1130 6 430 ?Llvula Bola Actua#or M "ervicio Q resión $ 3.00

!?A11&0 6 430 ?Llvula Bola Actua#or M "ervicio Q resión $ 2.00

!?A11%0 6 430 ?Llvula Bola Actua#or M "ervicio Q resión $ &.00

!?1110 6 430 ?Llvula Com$uerta Actua#or M "ervicio Q resi 1.00

!?1120 6 430 ?Llvula Com$uerta Actua#or M "ervicio Q resi 1.00

=AA1160 6 430 =rans*orma#or #e istriución 13,8H0,4 J?, 6&0 J 2.00

=AA1260 6 430 =rans*orma#or #e o#er 13,8H4,1% J?, 2.000 J?A 2.00

=AB1100 6 430 CCM 400 ?, 1.200 A, &0 (+, ncomin)/ 2xCB120 1.00

=AB1360 6 430 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 1x 1.00

=AB1420 6 430 CC M= 4.1%0 ?, 1.200 A, &0 (+, ncomin)/ 2xC 1.00

=AB1&80 6 430 anel #e istriución #e uer+a 400 ?, 2&0 A, & 1.00


=AC1010 6 430 ?aria#or #e recuencia 4.1%0 ?, 40 ( 1.00


=51010 6 430 Cale #e *uer+a multicon#uctor 1x4Hc P2 AQ', cl 49&.00

=51020 6 430 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', %%0.00

=51030 6 430 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', 1%&.00

=51040 6 430 Cale #e *uer+a multicon#uctor 1x4Hc P2&0 MCM, 1%&.00

=510%0 6 430 Cale #e *uer+a multicon#uctor 1x4Hc P4 AQ', cl 1,1&&.00


=51130 6 430 Cale #e *uer+a multicon#uctor 1x&Hc P4H0 AQ', 22.00=51220 6 430 Con#uctor #esnu#io #e core P2H0 AQ' &&.00

=51230 6 430 Con#uctor #esnu#io #e core P4H0 AQ' 3&0.00

=51020 6 430 Ban#eivel Alto =i$o =ilt &.00

AB1040 6 430 =ransmisor #e >ivel =i$o !a#ar 2.00

BA10%0 6 430 ni#a# #e Control C" Dinclui#o en "istema #e 2.00

CA1100 6 430 "Vitc: n#ustrial =i$o A$ilale con uertos = D 2.00

CA1120 6 430 CLmara CC=? 1%.00

CA11&0 6 430 ntercomunica#or n#ustrial 1.00

CA11%0 6 430 unto Acceso =ele*ona Celular 1.00

CA1160 6 430 unto Acceso Qii $ara A ; otros "ervicios n 1.00

CA1180 6 430 !a#io Base #e 2 vas 1.00

CA1200 6 430 "Vitc: Et:ernet 6.00


16/78

CA1210 6 430 =el*ono Escritorio 1.00

6 430 2 -- !EA 430/ 'E>E!A7 -- 0.00

'AA1010 6 431 (ormi)ón (10 4&.10

'AA1030 6 431 (ormi)ón (30 213.40

'AA1040 6 431 (ormi)ón (3& 21%.60

'AA10&0 6 431 (ormi)ón (&0 12&.40'BB1010 6 431 Arma#ura #e re*uer+o A%30420( 3%,&83.80

'BB1020 6 431 Barra :elicoi#al A4428( 88.00

(AA1010 6 431 Estructura liviana O 30 J)Hm 10,2%6.&%

(AA1020 6 431 Estructura me#iana entre 30 R %0 J)Hm 62,433.44

(AA1030 6 431 Estructura $esa#a S %0 J)Hm 82,169.3%

(AA1110 6 431 lanc:a Antiarasiva =&00 9,668.32

(AA1120 6 431 ?i)as astrallo; #ure+a 4&0 B(> 18,&81.40

(BA1010 6 431 arrilla #e iso A!"10 8,208.00

(BA1020 6 431 arrilla #e iso A!"% 8,61&.%0

(BA1030 6 431 arrilla iC1010 6 431 Correa =rans$orta#ora, Anc:o 48N, 7ar)o 10,6 1.00>((1020 6 431 uente 'rúa, Ca$aci#a# 40H& ton, Acc. Elctrico 1.00

>((1220 6 431 =ecle Monorriel, Ca$aci#a# 2 ton, Manual 1.00

>MA1010 6 431 C:anca#or Man#ula, %3N x 46N, 3&0 ( 1.00

>MC1010 6 431 (arnero ?iratorio =i$o 'ri++l;, 6Y x 20Y, 2& ( 1.00

>M1010 6 431 Alimenta#or A$ron, Anc:o 84N, 7ar)o 6 m 1.00

>ME1020 6 431 Com$resor, nc. Acumula#or, 1 m3, 40 ( 1.00

>M?1160 6 431 "istema Contra ncen#io AutomLtico " 1.00

>M?1180 6 431 "istema Colector #e olvo, =i$o "cruer, (úme 1.00


>M?12%0 6 431 ni#a# #e 7uricación Dinclui#a en Iaula "Ji$K 1.00

>M?1260 6 431 ni#a# (i#rLulica & ( 1.00

>M?1280 6 431 ni#a# (i#rLulica 10 ( 1.00

>M?1300 6 431 ni#a# (i#rLulica 100 ( 1.00

6 431 2 -- !EA 431/ "A7A E C(A>CA -- 0.00

'AA102& 6 432 (ormi)ón (2& 162.60

'AA1030 6 432 (ormi)ón (30 1.10

'AA10&0 6 432 (ormi)ón (&0 204.%0


17/78

'BB1010 6 432 Arma#ura #e re*uer+o A%30420( 3&,400.20

(AA1010 6 432 Estructura liviana O 30 J)Hm 4,0%0.80

(BA1020 6 432 arrilla #e iso A!"% 2,010.9%

(CA1010 6 432 Barras #e anclaC1020 6 432 Correa =rans$orta#ora, Anc:o 48N, 7ar)o 30 m 1.00>C1030 6 432 Correa =rans$orta#ora, Anc:o 48N, 7ar)o 48 m 1.00

>((1110 6 432 uente 'rúa =i$o Monovi)a, Ca$aci#a# 3 ton, 6 1.00

>((1230 6 432 =ecle Monorriel, Ca$aci#a# 2 ton, =raslación Ma 1.00

>M?1020 6 432 etector #e Metales $ara Correa 1.00

>M?1120 6 432 esómetro $ara Correa 1.00

>M?1260 6 432 ni#a# (i#rLulica & ( 1.00

>M?1280 6 432 ni#a# (i#rLulica 10 ( 1.00

6 432 2 -- !EA 432/ AC "B=E!!>E -- 0.00

MB10&0 6 433 C:ute 430C(009 1.00

MB10%0 6 433 C:ute 430C(010 1.00

MB1060 6 433 C:ute 430C(011 1.00

MB1080 6 433 C:ute 430C(012 1.00

ME1020 6 433 Com$uerta 430ME001 1.00

ME1030 6 433 Com$uerta 430ME002 1.00

>C1040 6 433 Correa =rans$orta#ora, Anc:o 48N, 7ar)o %0 m 1.00

>M1030 6 433 Alimenta#or ?iratorio =i$o Ban#eM?1210 6 433 "istema #e "u$resión #e olvo, Bouillas #e As$ 2.00

>M?1260 6 433 ni#a# (i#rLulica & ( 2.00

>M?1280 6 433 ni#a# (i#rLulica 10 ( 1.00

6 433 2 -- !EA 433/ A7ME>=ACF> "5 -- 0.00

BAC1010 6 440 Excavación Estructural 3,6&2.4&BA10&0 6 440 esuinc:e 10.3&

BB1010 6 440 !elleno "elecciona#o 2,9&8.9&

'AA1010 6 440 (ormi)ón (10 &3.90

'AA1030 6 440 (ormi)ón (30 2,666.&0

'AA1040 6 440 (ormi)ón (3& 2&.30

'BB1010 6 440 Arma#ura #e re*uer+o A%30420( 229,2&1.00

(AA1010 6 440 Estructura liviana O 30 J)Hm 12,%60.&%

(AA1020 6 440 Estructura me#iana entre 30 R %0 J)Hm 9&4.62

(AA1030 6 440 Estructura $esa#a S %0 J)Hm 3%,%30.3%

(BA1020 6 440 arrilla #e iso A!"% &,010.12

(BC1010 6 440 Baran#as 2,&09.92

(CA1010 6 440 Barras #e ancla


18/78




=AB1360 6 440 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 1x 1.00

=AB1380 6 440 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 1x 2.00

=AB1400 6 440 CC M= 33.000 ?, %00 A, &0 (+, ncomin)/ 2xCB 1.00=AB1&&0 6 440 anel #e istriución #e uer+a 400 ?, 2&0 A, & 2.00

=AB1&%0 6 440 anel #e istriución #e uer+a 400 ?, 2&0 A, & 1.00


=AC1020 6 440 ?aria#or #e recuencia 4.1%0 ?, &0 ( 1.00

=AC10%0 6 440 ?aria#or #e recuencia 4.1%0 ?, 12& ( 1.00


=IA1040 6 440 "ala Elctrica =i$o Contene#or %x19 m =A' 440 1.00

=51010 6 440 Cale #e *uer+a multicon#uctor 1x4Hc P2 AQ', cl 330.00

=51020 6 440 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', 82&.00

=510&0 6 440 Cale #e *uer+a multicon#uctor 1x4Hc P3&0 MCM, 1%&.00

=510%0 6 440 Cale #e *uer+a multicon#uctor 1x4Hc P4 AQ', cl 1,%&0.00


=51110 6 440 Cale #e *uer+a multicon#uctor 1x&Hc P2&0 MCM, 22.00


=51220 6 440 Con#uctor #esnu#io #e core P2H0 AQ' 100.00

=51230 6 440 Con#uctor #esnu#io #e core P4H0 AQ' 1,000.00

=51010 6 440 Ban#e


19/78

CA1030 6 440 "ervi#or (istórico "istema #e Control C Dinclu 2.00

CA1040 6 440 "ervi#or $ara 'estión #e Activos Dinclui#o en "is 2.00

CA10&0 6 440 "ervi#or $ara 'estión #e n*ormación MH7M" 2.00

CA10%0 6 440 "ervi#or $ara 'estión #e Mantenimiento Dinclui#o 2.00

CA1060 6 440 "ervi#or $ara 'estión #e ro#ucción is$atc: Din 2.00

CA1080 6 440 "ervi#or $ara 'estión #e "istema Elctrico oVe 2.00CA1090 6 440 "ervi#or $ara 'estión Minera 'eotcnica Dinclui# 2.00

CA1100 6 440 "Vitc: n#ustrial =i$o A$ilale con uertos = D 8.00

CA1110 6 440 "Vitc: n#ustrial =i$o A$ilale con uertos = 4.00

CA11&0 6 440 ntercomunica#or n#ustrial 4.00

CA11%0 6 440 unto Acceso =ele*ona Celular 4.00

CA1160 6 440 unto Acceso Qii $ara A ; otros "ervicios n 4.00

CA1180 6 440 !a#io Base #e 2 vas 4.00

CA1190 6 440 "ervi#or %.00

CA1200 6 440 "Vitc: Et:ernet 20.00

CA1210 6 440 =el*ono Escritorio 4.00

6 440 2 -- !EA 440/ ""=EMA" E =!A>"!=E ?E 0.00

BAC1010 6 4&0 Excavación Estructural 1,184.&0

BB1010 6 4&0 !elleno "elecciona#o 996.0&

'AA1010 6 4&0 (ormi)ón (10 16.%0

'AA1030 6 4&0 (ormi)ón (30 206.90

'BB1010 6 4&0 Arma#ura #e re*uer+o A%30420( 16,&01.00

(AA1010 6 4&0 Estructura liviana O 30 J)Hm 34,640.3%

(AA1020 6 4&0 Estructura me#iana entre 30 R %0 J)Hm 36,4&1.1%

(AA1030 6 4&0 Estructura $esa#a S %0 J)Hm 21,622.04

(BA1020 6 4&0 arrilla #e iso A!"% 16,1%1.20

(BC1010 6 4&0 Baran#as &,3&%.80MB1090 6 4&0 C:ute antalón, Acero Estructural, !ev. Acero An 1.00

ME1040 6 4&0 Com$uerta 4&0ME004 1.00

>C10&0 6 4&0 Correa =rans$orta#ora, Anc:o 48N, 7ar)o 81,2 1.00

>C10%0 6 4&0 Correa =rans$orta#ora, Anc:o 48N, 7ar)o 96,2 1.00

>C1060 6 4&0 Correa =rans$orta#ora, Anc:o 48N, 7ar)o 130 1.00

>((1240 6 4&0 =ecle Monorriel, Ca$aci#a# 3 ton, =raslación Ma 3.00

>M1020 6 4&0 Alimenta#or #e Correa, Anc:o %0N, 7ar)o 14 m 1.00

>M?1260 6 4&0 ni#a# (i#rLulica & ( 2.00

AB1010 6 4&0 nterru$tor #e >ivel Alto =i$o =ilt 3.00

CA1120 6 4&0 CLmara CC=? 10.00

6 4&0 2 -- !EA 4&0/ =!A>"!=E E> "E!CE -- 0.00

CA11&0 6 4%0 ntercomunica#or n#ustrial 1.00

CA11%0 6 4%0 unto Acceso =ele*ona Celular 1.00

CA1160 6 4%0 unto Acceso Qii $ara A ; otros "ervicios n 1.00

CA1180 6 4%0 !a#io Base #e 2 vas 1.00

CA1200 6 4%0 "Vitc: Et:ernet 4.00

CA1210 6 4%0 =el*ono Escritorio 1.00


20/78

6 4%0 2 -- !EA 4%0/ >?E7 E =!A>"!=E >E! 0.00

=AA1210 6 &10 =rans*orma#or #e o#er 110H33 J?, 12.000 J?A 2.00

=AB1400 6 &10 CC M= 33.000 ?, %00 A, &0 (+, ncomin)/ 2xCB 1.00

=IA1020 6 &10 "ala Elctrica =i$o Contene#or %x10 m =A' &10 1.00

=7A10%0 6 &10 7nea 3 33 J? "u$er*icie, con#uctor #esnu#o 2,6&0.00

6 &10 2 -- !EA &10/ >"=A7AC>E" E> "E!CE 0.00'AA1010 6 &20 (ormi)ón (10 238.60

'AA1020 6 &20 (ormi)ón (20 902.00

'AA1030 6 &20 (ormi)ón (30 1,4%%.30

'AA1110 6 &20 (ormi)ón ro;ecta#o 162.60

'BB1010 6 &20 Arma#ura #e re*uer+o A%30420( 1&&,100.00

(AA1010 6 &20 Estructura liviana O 30 J)Hm %&,394.00

(CA1010 6 &20 Barras #e ancla


21/78

MCA1010 6 %10 Estanue Almacenamiento A)ua n#ustrial, Ca$a 1.00

MC1020 6 %10 Estanue A)ua contra ncen#io, (ormi)ón, Ca$a 1.00

MC1030 6 %10 Estanue A)ua n#ustrial, (ormi)ón, Ca$aci#a# 3.00

MC1040 6 %10 Estanue A)ua n#ustrial, (ormi)ón, Ca$aci#a# 1.00

!CA10%0 6 %10 CaW. Ac. Car. Astm A&3 "c: "t# Ext. Bisela#os 2,660.81

!CA1100 6 %10 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 4.83!A1010 6 %10 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 2.00

!A1030 6 %10 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 14.00

!A1120 6 %10 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B &,000.00

!A1140 6 %10 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 90.00

!A11%0 6 %10 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A &,000.00

!A1230 6 %10 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 2.00

!A12&0 6 %10 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 14.00

!A12%0 6 %10 nión esmontale iam. 3N 2.00

!A1280 6 %10 nión esmontale iam. %N 14.00

!=A1020 6 %10 iltro N;N lan)e Ansi B1%.& Clase 300 iam. 3N 2.00

!=A1040 6 %10 iltro N;N lan)e Ansi B1%.& Clase 300 iam. %N 14.00

!?A1160 6 %10 ?Llvula Bola Actua#or M "ervicio Q resión o$ 14.00

!?A1180 6 %10 ?Llvula Bola Actua#or M "ervicio Q resión o$ 2.00

!?1130 6 %10 ?Llvula Com$uerta Actua#or M "ervicio Q res 1.00

!?1140 6 %10 ?Llvula Com$uerta Actua#or M "ervicio Q res 1.00

!?11&0 6 %10 ?Llvula Com$uerta Actua#or M "ervicio Q resi 4.00

!?11%0 6 %10 ?Llvula Com$uerta Actua#or M "ervicio Q resi 28.00

!?1160 6 %10 ?Llvula Com$uerta Actua#or M "ervicio Q resi 4.00

!?M1010 6 %10 ?Llvula Mari$osa Actua#or E "ervicio Q resió 1.00


!?M1030 6 %10 ?Llvula Mari$osa Actua#or E "ervicio Q resió 1.00!?M10&0 6 %10 ?Llvula Mari$osa Actua#or E "ervicio Q resión 1.00

!?M10%0 6 %10 ?Llvula Mari$osa Actua#or E "ervicio Q resión 1.00


!?M1190 6 %10 ?Llvula Mari$osa Actua#or M "ervicio Q resió 2.00




!??1030 6 %10 ?Llvula Alivio Actua#or "ervicio Q resión o$. 6.00

!??1040 6 %10 ?Llvula Alivio Actua#or "ervicio Q resión o$. 1.00

!??1090 6 %10 ?Llvula !e). resion Actua#or "ervicio Q resi 14.00


AA1010 6 %10 =ransmisor #e resión 16.00

AB1030 6 %10 =ransmisor #e >ivel =i$o ltrasónico &.00

AC1010 6 %10 =ransmisor #e lu


22/78

6 ++ 1 - n*raestructura - 0.00

>A1010 8 310 Camión BaA1020 8 310 Car)a#or BaA1030 8 310 Car)a#or BaA1040 8 310 er*ora#ora !a#ial Electro(i#rLulica 3N, 100 3.00

>A10&0 8 310 er*ora#ora #e Avance Electro (i#rLulica 1 1H 4.00>A10%0 8 310 Camión Car)a#or #e Ex$losivos, 1&0 (, iesel, 1.00

>A1060 8 310 Martillo Móvil Electro(i#rLulico, 1&0 (, Manual 1.00

>A1080 8 310 Camión AlA1090 8 310 Camión Comustile &.000 7, 1&0 (, iesel, Ma 1.00

>A1100 8 310 Camión tilitario, &0 (, iesel, Manual 1.00

>A1110 8 310 Minius Ca$aci#a# 2& $ersonas, 200 (, iesel 1.00

>A1120 8 310 ":otcretera Elctrica, 10 (, Manual 3.00

>A1130 8 310 Em$erna#or Electro(i#rLulico, &0 (, Manual 2.00

>A1140 8 310 Eui$o AcuWa#or 2.00

>C1110 8 310 "istema #e Automati+ación Circuito Camiones ; 1.00

8 310 2 -- !EA 310/ 'E>E!A7 -- 0.00

8 ++ 1 - Eui$os Mineros - 0.00

CAC1140 9 22% Excavación 'alera &,& x 4,& m 1,264.11

CAC1290 9 22% rontón 3,0 x 4,& m 8.24

CA1060 9 22% Excavación iue ?entilación 4 m 13&.9%

CBA1040 9 22% ernos 2& mm, 7 3,0 m 3,218.6&

CBC1030 9 22% Malla Bi+coc:o 1000% 18,02&.00

CB1010 9 22% (ormi)ón ro;ecta#o 482.81

9 22% 2 -- !EA 22%/ !AMA ACCE" !>CA7 D3er 0.00


!A1030 9 241 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 2.00!A1120 9 241 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 91%.00

!A11&0 9 241 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 4,8%1.00

!A12&0 9 241 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 2.00

!A1280 9 241 nión esmontale iam. %N 2.00

!=A1040 9 241 iltro N;N lan)e Ansi B1%.& Clase 300 iam. %N 2.00

!?A1090 9 241 ?Llvula Bola Actua#or M "ervicio resión o$ 2.00

!?10&0 9 241 ?Llvula Com$uerta Actua#or M "ervicio resi 8.00



!??1060 9 241 ?Llvula !e). resion Actua#or "ervicio resi 2.00

9 241 2 -- !EA 241/ ""=EMA C>=!A >CE> -- 0.00



CBA1040 9 2&3 ernos 2& mm, 7 3,0 m 224.&4

CBC1030 9 2&3 Malla Bi+coc:o 1000% 493.36

CB1010 9 2&3 (ormi)ón ro;ecta#o 49.44

>M?1230 9 2&3 "istema #e uertas #e ?entilación. ncl. ni#a# ( 1.00


23/78

9 2&3 2 -- !EA 2&3/ ""=EMA E >ECCF> !>C 0.00


CA10%0 9 2&4 Excavación iue ?entilación 3,& m 39.14


CBA1040 9 2&4 ernos 2& mm, 7 3,0 m 184.36

CBC1030 9 2&4 Malla Bi+coc:o 1000% 404.69CB1010 9 2&4 (ormi)ón ro;ecta#o 40.16

9 2&4 2 -- !EA 2&4/ ""=EMA E EG=!ACCF> !> 0.00

>1020 9 2%0 Boma o+o ro*un#o, 30 lHs, 1&0 ( 3.00

!CA1060 9 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os %90.00

!CA1110 9 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 23.00

!CA1120 9 2%0 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 11.&0

!A1060 9 2%0 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 2,4&0.00



!A11%0 9 2%0 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 9&6.00

!A1160 9 2%0 lan)e "li$on Acero Car., Astm A10&, Clase 3 912.00

!A1180 9 2%0 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 2,4&0.00


!?A1020 9 2%0 ?Llvula Bola Actua#or M "ervicio Q resión %.00

!?A10%0 9 2%0 ?Llvula Bola Actua#or M "ervicio Q resión %.00


!?(10%0 9 2%0 ?Llvula !etención Actua#or "ervicio Q resi 3.00


!?M11&0 9 2%0 ?Llvula Mari$osa Actua#or M "ervicio Q resió 3.00

9 2%0 2 -- !EA 2%0/ ""=EMA E !E>AIE !>CA 0.00

!CA1010 9 260 CaW. Ac. Car. Astm A20% "c: 80 "Hcostura ia 34&.00!A1040 9 260 ittin) Ac. Car. Astm A10& Clase 3000 Ext. !osc 24.00

9 260 2 -- !EA 260/ ""=EMA E A!E CM!M 0.00

!?A1140 9 331 ?Llvula Bola Actua#or M "ervicio Q resión $ 3.00

!?A11%0 9 331 ?Llvula Bola Actua#or M "ervicio Q resión $ %.00

!?A1190 9 331 ?Llvula Bola Actua#or M "ervicio A resión $ %.00

!?Q1030 9 331 ?Llvula Control Actua#or " "ervicio Q resión 3.00

9 331 2 -- !EA 331/ =!A"A" "EC=! >!=E -- 0.00

CA10&0 9 332 Excavación iue ?entilacion 3 m 360.80

'AA1030 9 332 (ormi)ón (30 11.00

'AA1040 9 332 (ormi)ón (3& &8.30

'AA10&0 9 332 (ormi)ón (&0 16.1%



(CA1010 9 332 Barras #e ancla


24/78



>M?1290 9 332 ni#a# (i#rLulica &0 ( 2.00

9 332 2 -- !EA 332/ =!A"A" "EC=! "! -- 0.00

CA10&0 9 333 Excavación iue ?entilacion 3 m 468.9&

'AA1030 9 333 (ormi)ón (30 1%.&0'AA1040 9 333 (ormi)ón (3& 86.4&

'AA10&0 9 333 (ormi)ón (&0 2&.64


(AA1030 9 333 Estructura $esa#a S %0 J)Hm 4,0%%.20

(CA1010 9 333 Barras #e anclaM?1210 9 333 "istema #e "u$resión #e olvo, Bouillas #e As$ 3.00


>M?1290 9 333 ni#a# (i#rLulica &0 ( 3.00

9 333 2 -- !EA 333/ =!A"A" >E!! -- 0.00

!A1140 9 430 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 2%6.00

9 430 2 -- !EA 430/ 'E>E!A7 -- 0.00

BA10&0 9 4%0 esuinc:e 3,6%0.&0

CAC10%0 9 4%0 Excavación 'alera 4,0 x &,0 m 1%.48

CAC1100 9 4%0 Excavación 'alera &,0 x 4,0 m 32.9%

CAC1110 9 4%0 Excavación 'alera &,0 x 4,6 m 3,1%1.06

CAC1130 9 4%0 Excavación 'alera &,0 x &,0 m 32.9%

CAC1140 9 4%0 Excavación 'alera &,& x 4,& m 214.24

CAC1300 9 4%0 rontón &,% x 3,6 m 11.33CAC1310 9 4%0 rontón &,% x 4,6 m 11.33

CAC1320 9 4%0 rontón 4,0 x 4,0 m 23.%9

CBA1040 9 4%0 ernos 2& mm, 7 3,0 m &,481.%%

CBB1020 9 4%0 Cale Minica)e 1% mm, 7 & m 66.2&

CBC1030 9 4%0 Malla Bi+coc:o 1000% 4,429.00

CB1010 9 4%0 (ormi)ón ro;ecta#o %18.00

=AA11&0 9 4%0 =rans*orma#or #e istriución 13,8H0,4 J?, 300 J 2.00

=AB1230 9 4%0 CC B= 400 ?, 800 A, &0 (+, ncomin)/ 2xCB80 1.00

=AB13&0 9 4%0 CC M= 13.800 ?, 1.200 A, &0 (+, ncomin)/ 1x 1.00

=AB1&&0 9 4%0 anel #e istriución #e uer+a 400 ?, 2&0 A, & 1.00

=51020 9 4%0 Cale #e *uer+a multicon#uctor 1x4Hc P2H0 AQ', 49&.00

=510%0 9 4%0 Cale #e *uer+a multicon#uctor 1x4Hc P4 AQ', cl 1%&.00

=51130 9 4%0 Cale #e *uer+a multicon#uctor 1x&Hc P4H0 AQ', 22.00

=51220 9 4%0 Con#uctor #esnu#io #e core P2H0 AQ' 30.00

=51230 9 4%0 Con#uctor #esnu#io #e core P4H0 AQ' 32&.00

=51020 9 4%0 Ban#e


25/78

=571020 9 4%0 CLncamo #e acero )alvani+a#o 1,&m #e lar)o, 1U 36.40

=5710%0 9 4%0 !iel unistrut 1000, acero )alvani+a#o, 41,3x4 26.&0

=7A1020 9 4%0 7nea 3 13,8 J? nterior Mina, 1x3Hc P&00 MCM 3,410.00

9 4%0 2 -- !EA 4%0/ >?E7 E =!A>"!=E >E! 0.00

!CA10%0 9 %10 CaW. Ac. Car. Astm A&3 "c: "t# Ext. Bisela#os &28.31

!CA1100 9 %10 CaW. Ac. Car. Astm A&3 "c: Gs Ext. Bisela#os 441.83!A1010 9 %10 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 2.00

!A1030 9 %10 Co#o 90X 7r Ac. Car. Astm A234 'r Q$ "c: Gs 14.00

!A1100 9 %10 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 290.00

!A1120 9 %10 ittin) Ac. Car. Astm A234 'r Q$ "c: Gs Ext B 91&.00

!A1130 9 %10 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. %3.00

!A1140 9 %10 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 290.00

!A11&0 9 %10 lan)e "li$on Ansi B1%.& Clase 300 Ac. Car. A 1,841.00

!A11%0 9 %10 lan)e "li$on Ansi B1%.& Clase 1&0 Ac. Car. A 91&.00

!A1230 9 %10 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 2.00

!A12&0 9 %10 =ee Ac. Car. Astm A234 'r Q$ "c: Gs Ext Bis 14.00

!A12%0 9 %10 nión esmontale iam. 3N 2.00

!A1280 9 %10 nión esmontale iam. %N 14.00

!=A1010 9 %10 iltro N;N lan)e Ansi B1%.& Clase 1&0 iam. 3N 2.00

!=A1040 9 %10 iltro N;N lan)e Ansi B1%.& Clase 300 iam. %N 14.00

!?A1160 9 %10 ?Llvula Bola Actua#or M "ervicio Q resión o$ 1%.00

!?11%0 9 %10 ?Llvula Com$uerta Actua#or M "ervicio Q resi 28.00





!??1030 9 %10 ?Llvula Alivio Actua#or "ervicio Q resión o$. 8.00!??1080 9 %10 ?Llvula !e). resion Actua#or "ervicio Q resi 2.00


9 %10 2 -- !EA %10/ !E E A'A >"=!A7 -- 0.00

9 ++ 1 - ras i*eri#as - 0.00

>A1010 A 310 Camión BaA1020 A 310 Car)a#or BaA1040 A 310 er*ora#ora !a#ial Electro(i#rLulica 3N, 100 3.00

>A10%0 A 310 Camión Car)a#or #e Ex$losivos, 1&0 (, iesel, 2.00

>A1060 A 310 Martillo Móvil Electro(i#rLulico, 1&0 (, Manual 3.00

>A1080 A 310 Camión AlA1090 A 310 Camión Comustile &.000 7, 1&0 (, iesel, Ma 3.00

>A1100 A 310 Camión tilitario, &0 (, iesel, Manual 3.00

>A1110 A 310 Minius Ca$aci#a# 2& $ersonas, 200 (, iesel &.00

>B1010 A 310 ver:aul Camión BaB1020 A 310 ver:aul Car)a#or BaB1030 A 310 ver:aul Car)a#or BaB1040 A 310 ver:aul er*ora#ora !a#ial Electro(i#rLulica %.00


26/78

>B10&0 A 310 ver:aul er*ora#ora #e Avance Electro (i#rLuli 4.00

>B10%0 A 310 ver:aul Camión Car)a#or #e Ex$losivos 3.00

>B1120 A 310 ver:aul ":otcretera Elctrica 3.00

>B1130 A 310 ver:aul Em$erna#or Electro(i#rLulico 2.00

>B1140 A 310 ver:aul Eui$o AcuWa#or 2.00

A 310 2 -- !EA 310/ 'E>E!A7 -- 0.00 A ++ 1 - Eui$os Mineros i*eri#os - 0.00

++ ++ 0 ---- !E!= ==A7" ---- 0.00


27/78

Unidad Horas AFOR ALOC MO E C!R"#C

m3 20.42 0.00 0.00 182.1& 138.00 0.00

m3 %,8&8.%0 0.00 0.00 %1,168.61 14%,960.00 0.00

m3 10,286.90 0.00 0.00 91,6%8.06 489,900.00 0.00

m3 8,&4&.88 0.00 0.00 6%,229.2& 138,860.&& 0.00

m3 132.00 0.00 0.00 1,301.&2 1,089.00 0.00J) 4.22 0.00 0.00 41.%1 3.16 118.26

2&,849.02 0.00 0.00 230,601.31 66%,960.62 118.26

m3 &&&.4& 0.00 0.00 4,9&4.%1 11,902.&0 0.00

m3 969.28 0.00 0.00 8,63&.18 4%,%32.&0 0.00

m3 0.93 0.00 0.00 8.30 139.0& 0.00

un 210.94 0.00 0.00 2,214.86 2,%%3.16 0.00

m2 &&%.20 0.00 0.00 &,840.10 1,112.40 0.00

m3 4%.&3 0.00 0.00 4&8.69 609.83 0.00

m3 1,100.00 0.00 0.00 10,84%.00 16,610.00 0.00

m3 10&.9& 0.00 0.00 94&.06 14,192.%4 0.00

J) &%9.93 0.00 0.00 &,%19.&1 426.4& 1&,9&8.10

J) 148.8& 0.00 0.00 1,4%6.%% 111.%4 4,093.43

J) 891.%& 0.00 0.00 8,691.%6 236.66 6,430.40

&,1%&.61 0.00 0.00 49,881.6% 9&,838.9& 26,481.93

un 112.89 0.00 0.00 1,18&.3& 1,42&.21 0.00

m2 26%.8% 0.00 0.00 2,906.03 &&3.63 0.00

m3 4%.%2 0.00 0.00 489.&1 6,3&%.%6 0.00

43%.36 0.00 0.00 4,&81.89 9,33&.%1 0.00

m 14,861.83 0.00 0.00 1&%,1&4.22 161,6%4.10 0.00

un 61&.23 0.00 0.00 6,&09.92 9,029.80 0.00

m2 461.%% 0.00 0.00 4,9&2.43 943.32 0.00m3 243.%2 0.00 0.00 2,&&8.01 38,444.&4 0.00

1%,302.34 0.00 0.00 161,164.&8 220,181.6% 0.00

m3 3,844.%0 0.00 0.00 34,293.83 1&,&%6.09 0.00

m 363.99 0.00 0.00 3,92%.90 4,612.96 0.00

m %&,89%.06 0.00 0.00 %91,908.64 6%1,1%&.2% 0.00

m 1,481.8& 0.00 0.00 1&,&&9.43 16,113.62 0.00

un 1&4.3& 0.00 0.00 1,%20.%8 1,948.18 0.00

un 4,241.03 0.00 0.00 44,&30.82 &3,&&0.01 0.00

un 30.90 0.00 0.00 324.4& 4,808.81 0.00

m2 1,649.%8 0.00 0.00 18,361.%4 3,499.3% 0.00

m3 1,1&3.41 0.00 0.00 12,110.81 182,018.30 0.00

un 1,6%1.&% 0.00 0.00 18,49%.38 3,&23.12 0.00

80,%86.44 0.00 0.00 841,143.%8 1,046,90%.82 0.00

m %,381.41 0.00 0.00 %6,004.81 63,610.03 0.00

m 31,644.81 0.00 0.00 333,320.&1 3%%,%84.12 0.00

m 19,4&%.49 0.00 0.00 204,293.1& 224,641.88 0.00

m 3,83&.00 0.00 0.00 40,2%6.&0 44,290.%6 0.00


28/78

un 2,40%.34 0.00 0.00 2&,2%%.&6 30,384.02 0.00

m2 34%.08 0.00 0.00 3,%33.84 %92.1% 0.00

m3 &14.30 0.00 0.00 &,400.1& 81,1%0.60 0.00

%4,%84.43 0.00 0.00 %69,18%.&3 821,%%3.&8 0.00

m3 143.00 0.00 0.00 1,409.98 2,302.30 0.00

J) 3&.99 0.00 0.00 3&4.8% 2%.99 1,006.68J) 8%.83 0.00 0.00 8&%.14 23.1% 623.%0

2%&.82 0.00 0.00 2,%20.98 2,3&2.4& 1,631.38

193,391.13 0.00 0.00 1,969,290.63 2,964,249.89 29,331.&8

m 3,042.3% 0.00 0.00 31,944.68 38,326.&9 0.00

3,042.3% 0.00 0.00 31,944.68 38,326.&9 0.00

m 9,992.92 0.00 0.00 104,92&.%% 12&,924.%6 0.00

m 31,%09.8& 0.00 0.00 331,903.43 398,286.&8 0.00

41,%02.66 0.00 0.00 43%,829.09 &24,212.2& 0.00

m 44,334.93 0.00 0.00 4%&,&1%.66 &&8,%2&.0& 0.00

44,334.93 0.00 0.00 4%&,&1%.66 &&8,%2&.0& 0.00

88,980.0% 0.00 0.00 934,290.%4 1,121,1%4.89 0.00

)l 36,800.00 0.00 1,146,&00.00 362,608.00 411,6&0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 260.00 0.00 &2,118.00 3,28&.90 1,21&.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 102,000.00 19,&3&,319.90 0.00 1,241,340.00 1,29%,000.00 0.00un 0.00 3,098,198.80 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 60.00 0.00 &,000.00 8&1.90 200.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 80.00 0.00 14,1&8.20 963.%0 1&0.00 0.00

un 1&0.00 0.00 36,18%.91 1,82&.&0 300.00 0.00

un 80.00 0.00 21,4&9.82 963.%0 1&0.00 0.00

un 300.00 0.00 &0,000.00 3,%&1.00 &00.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

140,6&0.00 22,%33,&18.60 1,326,422.93 1,%2&,%09.&0 1,610,2%&.00 0.00

140,6&0.00 22,%33,&18.60 1,326,422.93 1,%2&,%09.&0 1,610,2%&.00 0.00

m %9,26&.3% 0.00 0.00 626,391.28 800,199.38 0.00

m 4&8.14 0.00 0.00 4,810.46 &,291.&% 0.00

un 2,%13.36 0.00 0.00 26,440.39 32,998.12 0.00

m2 3,%69.32 0.00 0.00 38,%32.8% 6,3&8.%& 0.00

m3 9&1.91 0.00 0.00 9,99&.0% 1&0,218.&0 0.00


29/78

6%,968.10 0.00 0.00 808,260.0% 99%,0%%.21 0.00

m3 %22.33 0.00 0.00 &,&&1.18 2,&19.88 0.00

m 2&,044.&2 0.00 0.00 2%2,9%6.4% 289,2&4.30 0.00

m &0&.93 0.00 0.00 &,312.26 &,844.21 0.00

m 3,068.28 0.00 0.00 32,321.94 3&,&&8.10 0.00

m 1,8%6.3& 0.00 0.00 19,%06.18 21,&%8.20 0.00m 4,300.91 0.00 0.00 4&,1&9.&% 49,%69.68 0.00

m 4,1%4.&0 0.00 0.00 43,626.2& 48,103.46 0.00

m 10,2&1.88 0.00 0.00 106,%44.64 118,413.86 0.00

m &,1&9.91 0.00 0.00 &4,169.0% &9,&9&.12 0.00

un 6.63 0.00 0.00 81.16 96.49 0.00

un 129.68 0.00 0.00 1,3%2.%9 1,%2&.34 0.00

un 1,20&.10 0.00 0.00 12,%&3.&& 1&,21%.40 0.00

un %60.64 0.00 0.00 6,042.66 8,414.%9 0.00

m2 1,&02.98 0.00 0.00 1&,681.29 3,00&.9& 0.00

m3 &62.9& 0.00 0.00 %,01&.98 90,41&.86 0.00

&9,084.89 0.00 0.00 %19,408.09 649,312.%6 0.00

m 69,10%.01 0.00 0.00 830,%13.11 913,6&3.16 0.00

m 1,224.38 0.00 0.00 12,8&&.99 14,142.69 0.00

m 2,166.01 0.00 0.00 22,8&8.%1 2&,14&.%0 0.00

m 3,011.00 0.00 0.00 31,%1&.&0 34,66&.96 0.00

un 3,3%8.10 0.00 0.00 3&,3%&.0& 42,&26.88 0.00

m2 3,&10.24 0.00 0.00 3%,8&6.&2 6,020.48 0.00

m3 916.32 0.00 0.00 9,%31.8% 144,6%0.32 0.00

)l 3,46%.19 0.00 21,&00.00 3%,&00.00 26,100.00 0.00

9%,690.2& 0.00 21,&00.00 1,01%,296.%4 1,209,22%.21 0.00

m3 4,294.48 0.00 0.00 38,30%.6% 16,388.%9 0.00m 2,44&.6% 0.00 0.00 2&,%80.48 28,2&1.%4 0.00

m 1,244.90 0.00 0.00 13,061.4& 14,368.80 0.00

m 1,3%1.%1 0.00 0.00 14,29%.91 1&,62%.81 0.00

m 12%,131.98 0.00 0.00 1,324,38&.69 1,4&%,666.3& 0.00

m 1,&&%.%4 0.00 0.00 1%,344.62 16,969.94 0.00

m &,324.94 0.00 0.00 &&,911.86 %1,&08.30 0.00

m 1,692.0& 0.00 0.00 18,81%.&3 20,%99.91 0.00

m 9%3.40 0.00 0.00 10,11&.60 11,12%.2% 0.00

m %12.&% 0.00 0.00 %,431.88 6,064.%8 0.00

un 6,62&.00 0.00 0.00 81,112.&0 96,&41.00 0.00

un 49.44 0.00 0.00 &19.12 6,%94.10 0.00

m2 2,462.00 0.00 0.00 2&,9&%.00 4,944.00 0.00

m3 1,6&1.93 0.00 0.00 18,39&.26 26%,4%8.48 0.00

1&6,62%.%9 0.00 0.00 1,%49,344.98 2,036,&&9.9% 0.00

m3 2,%80.&4 0.00 0.00 23,910.42 10,8&3.60 0.00

m3 14,349.80 0.00 0.00 1&0,%62.90 196,0%%.19 0.00

m 321.63 0.00 0.00 3,368.16 &0,%33.06 0.00


30/78

m 824.98 0.00 0.00 8,%%2.29 9,&29.00 0.00

un 98%.23 0.00 0.00 10,3&&.42 12,4&0.10 0.00

un 30.90 0.00 0.00 324.4& 4,9&0.44 0.00

un 49.44 0.00 0.00 &19.12 6,%94.10 0.00

m2 118.96 0.00 0.00 1,249.19 18,201.%& 0.00

m3 346.38 0.00 0.00 3,%46.49 &4,819.06 0.0019,609.96 0.00 0.00 202,619.4& 3%%,196.32 0.00

m3 &,604.41 0.00 0.00 &9,89%.31 68,338.81 0.00

&,604.41 0.00 0.00 &9,89%.31 68,338.81 0.00

41&,994.31 0.00 21,&00.00 4,3&&,93%.&3 &,43%,601.18 0.00

m3 18.6& 0.00 0.00 1%6.2& 6&.90 0.00

m 24,421.88 0.00 0.00 2&%,429.64 282,0&%.02 0.00

m 1,813.23 0.00 0.00 19,038.92 20,94&.18 0.00

m &,%12.02 0.00 0.00 &8,92%.21 %4,823.01 0.00

m 3,6&4.14 0.00 0.00 39,418.46 43,3&%.91 0.00

m 3,%16.&2 0.00 0.00 36,983.9% 41,668.68 0.00

m %&6.43 0.00 0.00 %,903.02 6,&92.%9 0.00

m 809.42 0.00 0.00 8,498.91 9,348.98 0.00

m 8,622.64 0.00 0.00 91,&88.66 100,636.6& 0.00

m 9&,918.2& 0.00 0.00 1,006,141.%3 1,208,&%%.49 0.00

un 2,&49.2& 0.00 0.00 2%,6%6.13 32,188.&3 0.00

un 64.90 0.00 0.00 68%.4& 11,%&%.&% 0.00

m2 &98.22 0.00 0.00 %,281.31 1,19%.4& 0.00

m3 1,804.&% 0.00 0.00 18,946.88 284,664.40 0.00

1&0,362.31 0.00 0.00 1,&68,869.%& 2,109,096.%& 0.00

1&0,362.31 0.00 0.00 1,&68,869.%& 2,109,096.%& 0.00

m 9,142.1% 0.00 0.00 9&,992.%8 10&,&98.66 0.00m 4,696.36 0.00 0.00 &0,362.39 &&,413.22 0.00

m 16,9%6.&1 0.00 0.00 188,%&8.8% 206,&38.18 0.00

m 33,0&4.2& 0.00 0.00 346,0%9.%3 434,426.22 0.00

un &69.38 0.00 0.00 %,083.49 6,31&.&8 0.00

un 2,1%&.01 0.00 0.00 22,632.%1 26,39%.61 0.00

m3 10.2% 0.00 0.00 106.63 1,%18.&4 0.00

%6,61&.94 0.00 0.00 611,016.39 839,308.22 0.00

m 6,%48.%4 0.00 0.00 80,310.62 88,346.49 0.00

m 4,842.%3 0.00 0.00 &0,846.%2 &&,93&.98 0.00

m 30,141.9% 0.00 0.00 31%,490.&8 348,1%2.29 0.00

m 19,604.93 0.00 0.00 20%,901.66 2&8,969.08 0.00

un 664.0& 0.00 0.00 8,126.&3 9,663.%1 0.00

un 2,892.&2 0.00 0.00 30,361.4% 3%,%02.8& 0.00

m3 13.%8 0.00 0.00 143.%4 2,1&8.0% 0.00

%%,018.41 0.00 0.00 %93,193.32 699,9&9.3% 0.00

m3 131.22 0.00 0.00 1,160.48 &31.30 0.00

m 4,&61.08 0.00 0.00 46,99%.34 &2,699.39 0.00


31/78

m 22,%29.10 0.00 0.00 236,%0&.&& 2%1,383.10 0.00

m 1,244.90 0.00 0.00 13,061.4& 14,368.80 0.00

m 104,093.8% 0.00 0.00 1,092,98&.&3 1,202,3%2.2% 0.00

m 1,244.90 0.00 0.00 13,061.4& 14,368.80 0.00

m 2,483.%2 0.00 0.00 2%,068.01 28,%83.48 0.00

m 90,413.40 0.00 0.00 949,340.60 1,188,290.40 0.00un 2,498.26 0.00 0.00 2%,231.84 31,&44.6% 0.00

un 9,333.31 0.00 0.00 96,999.6% 118,10%.6& 0.00

m3 41.04 0.00 0.00 430.92 %,464.16 0.00

238,%84.60 0.00 0.00 2,&0&,982.03 2,918,933.21 0.00

m3 186.4& 0.00 0.00 1,%62.0& 6&9.00 0.00

m 2,61&.49 0.00 0.00 28,&12.%& 31,3%&.96 0.00

m 22,%29.10 0.00 0.00 236,%0&.&& 2%1,383.10 0.00

m 1,244.90 0.00 0.00 13,061.4& 14,368.80 0.00

m 108,%19.%8 0.00 0.00 1,140,&0%.%4 1,2&4,%38.88 0.00

m 1,244.90 0.00 0.00 13,061.4& 14,368.80 0.00

m 1,%80.09 0.00 0.00 16,%40.9& 19,403.&3 0.00

un 2,%&9.62 0.00 0.00 26,926.0% 33,&83.36 0.00

un 9,93%.&1 0.00 0.00 104,333.3% 12&,639.83 0.00

m3 44.4& 0.00 0.00 4%%.63 6,013.%8 0.00

1&0,9%2.29 0.00 0.00 1,&84,806.89 1,6%2,%44.9% 0.00

m3 3,316.86 0.00 0.00 29,&9&.40 13,434.30 0.00

m 22,632.&3 0.00 0.00 238,%91.&6 28%,383.63 0.00

m 24,20%.44 0.00 0.00 2&4,1%6.%2 30&,034.91 0.00

&0,2&%.84 0.00 0.00 &22,4&4.&9 %04,8&2.94 0.00

&63,%38.18 0.00 0.00 %,016,4&&.22 %,92&,%98.%9 0.00

m3 36%.14 0.00 0.00 3,3&&.16 2,&41.&0 0.00m3 333.&0 0.00 0.00 2,964.82 4,33&.&0 0.00

m2 62.10 0.00 0.00 610.91 128.6& 4,%3&.00

m3 18.%1 0.00 0.00 183.49 283.93 0.00

m3 1,284.80 0.00 0.00 12,%%8.13 20,23&.%0 0.00

J) 38&.44 0.00 0.00 3,800.44 289.08 10,692.32

J) 1,0%9.20 0.00 0.00 10,&42.31 11,%42.40 26,324.00

un 20.00 0.00 28,%00.00 23&.00 90.00 0.00

un 80.00 0.00 10,&00.00 940.00 200.00 0.00

un 336.04 0.00 %3,494.00 3,9%0.22 1,&1%.%6 0.00

m 108.90 0.00 11,012.6% 1,269.&8 226.60 0.00

m 100.98 0.00 6,&31.0& 1,18%.&2 211.31 0.00

m 116.1& 0.00 11,0%3.6& 1,36%.&1 24&.8& 0.00

m 184.2& 0.00 14,1&6.00 2,1%4.94 1&%.6& 0.00

)l 6,102.%1 0.00 818,%%0.48 83,4&&.%6 11,922.24 0.00

)l 9,462.34 1,091,800.00 0.00 111,300.00 1&,900.00 0.00

m 2,&9%.00 0.00 69,213.60 30,&03.00 12,980.00 0.00

m 3,&80.00 0.00 90,98%.%0 42,0%&.00 16,900.00 0.00


32/78

un 0.00 0.00 0.00 0.00 0.00 0.00

26,239.0% 1,091,800.00 1,13&,219.34 312,601.61 100,806.28 42,6&1.32

)l 40,229.3% 0.00 %49,1%6.80 462,%94.98 94,&39.00 0.00

40,229.3% 0.00 %49,1%6.80 462,%94.98 94,&39.00 0.00

m 6.63 0.00 0.00 6%.22 20.68 21%.00

m3 2.&9 0.00 0.00 2&.&4 39.44 0.00m3 664.40 0.00 0.00 6,%3&.&8 12,19%.80 0.00

m3 8,2%1.00 0.00 0.00 81,4&3.4% 133,002.10 0.00

J) 366.&2 0.00 0.00 3,622.3& 283.14 10,&60.&%

J) 11.00 0.00 0.00 108.4% 8.2& 302.&0

J) 46%.28 0.00 0.00 4,%9%.12 &,18%.1% 12,161.%0

J) 41&.80 0.00 0.00 4,099.69 4,&14.40 12,464.00

J) 610.10 0.00 0.00 6,001.&9 6,811.10 28,404.00

J) 10%.92 0.00 0.00 1,0&4.23 1,19&.&% 2,699.3%

J) %0.48 0.00 0.00 &9%.33 %30.62 2,8&1.20

J) 2,020.14 0.00 0.00 19,918.&8 &38.60 1%,834.&0

un 69.29 0.00 19,300.00 9%4.9% 482.&0 0.00

un 900.00 0.00 119,161.00 10,9&3.00 4,0&0.00 0.00

un &%0.00 0.00 &8,0&8.3& %,81&.20 2,&20.00 0.00

un 100.00 0.00 3,944.00 1,216.00 4&0.00 0.00

un 1&0.00 0.00 4&,000.00 1,82&.&0 %,000.00 0.00

un 20.00 0.00 28,%00.00 23&.00 90.00 0.00

un 420.00 0.00 22,3&0.00 4,93&.00 1,890.00 0.00

un 80.00 0.00 &,200.00 940.00 200.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 8.80 0.00 280.98 103.40 8.80 0.00un 4.40 0.00 938.12 &1.60 44.00 0.00

un 44.00 0.00 660.44 &16.00 36.40 0.00

m 99&.&0 0.00 83,%&&.00 11,%96.13 83%.00 0.00

m 1%6.20 0.00 316.24 1,9%4.%0 140.80 0.00

un 11.00 0.00 12%.90 129.2& 9.24 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 2.00 0.00 68.88 23.&0 1.18 0.00

un 2.00 0.00 118.32 23.&0 1.66 0.00

un 0.6% 0.00 118.32 8.93 1.66 0.00

un 3.00 0.00 1&2.34 3&.2& 0.00 0.00

un 149.8& 24,166.91 0.00 1,6%0.64 3&2.10 0.00

un 2.00 0.00 49.30 23.&0 0.64 0.00


33/78

1%,923.6% 24,166.91 388,229.19 164,%12.41 182,&43.4& 8%,%23.62

un %00.00 0.00 &00,000.00 6,302.00 1,000.00 0.00

un 0.00 0.00 1,844.80 0.00 0.00 0.00

un 0.00 0.00 3,4&1.00 0.00 0.00 0.00

un 26.6& 0.00 %,6&4.00 336.62 1%8.6& 0.00

un 6,483.10 0.00 1,2&0,%66.&0 91,0%9.33 4&,&34.40 0.00un 896.96 0.00 1&0,081.30 10,928.29 &,4%4.13 0.00

un 3,&10.90 0.00 &8%,691.00 42,626.%& 21,3%3.84 0.00

un 0.6& 0.00 2&2,900.00 9.13 1&.00 0.00

un 3,2&0.6& 0.00 &43,32&.00 39,&%1.%3 19,681.2& 0.00

m 422.28 0.00 14,996.1& &,139.1& 2,1&4.86 0.00

m 31.68 0.00 1,130.94 38%.6% 1%2.%3 0.00

m &,644.04 0.00 20&,0&2.&4 %9,904.96 29,4&8.2& 0.00

un 3.22 0.00 22%.80 39.19 1%.24 0.00

un 2.&% 0.00 184.20 31.1% 13.24 0.00

J) 16.3% 0.00 1,302.00 211.26 9&.48 0.00

J) 236.20 0.00 16,690.00 2,88%.62 1,304.%0 0.00

J) 236.20 0.00 16,690.00 2,88%.62 1,304.%0 0.00

J) 42.&% 0.00 3,192.00 &16.9% 234.08 0.00

J) 16.3% 0.00 1,302.00 211.26 9&.48 0.00

un 4.90 0.00 3&4.48 &9.%3 2&.48 0.00

un 3.24 0.00 231.%0 39.43 1%.%4 0.00

un 3.92 0.00 1%8.00 46.61 63.68 0.00

un 1.44 0.00 62.00 16.&2 2%.88 0.00

un 8.82 0.00 %30.00 106.34 4&.22 0.00

un &.04 0.00 3%0.00 %1.34 2&.88 0.00

un 11.20 0.00 1,09&.92 13%.30 63.&0 0.00un 3.20 0.00 313.12 38.94 21.00 0.00

un 9.%0 0.00 9&%.86 11%.83 %3.00 0.00

un 12.00 0.00 88%.83 14%.04 68.6& 0.00

un &2.00 0.00 3,842.93 %32.84 341.2& 0.00

un 9.%0 0.00 9&%.86 11%.83 %3.00 0.00

un 4.00 0.00 29&.%1 48.%8 2%.2& 0.00

un 19.20 0.00 1,913.64 233.%% 12%.00 0.00

un 169.20 0.00 43,83%.80 2,180.8% 1,16%.00 0.00

un 6%.80 0.00 13,0&2.1% 934.%% &04.00 0.00

un %.40 0.00 43&.%9 66.89 42.00 0.00

un 19.20 0.00 1,219.&2 233.%% 12%.00 0.00

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un 89.%0 0.00 &3,&&&.88 1,090.43 &88.00 0.00

un 38.40 0.00 38,619.6% 4%6.33 2&2.00 0.00

un 9.%0 0.00 2,000.00 11%.83 %3.00 0.00


34/78

un 9.%0 0.00 2,000.00 11%.83 %3.00 0.00

un 240.00 0.00 16,%00.00 2,820.00 1,%00.00 0.00

un 1&.00 0.00 1,&8&.16 16%.2& 100.00 0.00

23,38&.14 0.00 3,6%%,82%.98 284,490.03 133,8%0.62 0.00

un 20.00 0.00 22,400.00 23&.00 90.00 0.00

un 200.01 0.00 142,&00.00 2,3&0.12 900.00 0.00un 1,620.00 0.00 2%3,631.&0 20,210.00 6,640.00 0.00

un 1,620.00 0.00 202,10%.00 20,210.00 6,640.00 0.00

un 1,620.00 0.00 341,&2&.34 20,210.00 6,640.00 0.00

un 1,620.00 0.00 331,&68.00 20,210.00 6,640.00 0.00

un 80.00 0.00 10,000.00 940.00 200.00 0.00

un 80.00 0.00 10,200.00 940.00 200.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un %30.00 0.00 30%,000.00 6,402.&0 2,83&.00 0.00

un 600.00 0.00 340,000.00 8,22&.00 3,1&0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un %40.36 0.00 &6%,000.00 6,&24.3& 2,881.%6 0.00

m 29.60 0.00 2,862.1% 348.98 %1.0& 0.00

m 132.44 0.00 10,%90.99 1,&&%.16 266.20 0.00

m 283.80 0.00 22,909.2% 3,334.%& &94.00 0.00

m 9.%8 0.00 968.91 113.64 20.24 0.00

m 34.32 0.00 1,332.41 403.2% 6%.&% 0.00

m 11.0& 0.00 %%4.60 129.84 22.10 0.00

m 110.&0 0.00 9,119.&0 1,298.38 226.&0 0.00

=3m %4.8& 0.00 1,623.29 6%1.99 96.8& 0.00

=3m %%.13 0.00 2,331.61 666.03 99.69 0.00

m 1&4.11 0.00 %9,149.19 1,810.69 %93.00 0.00m 66.0% 0.00 1%,836.6% 90&.4% 34%.&0 0.00

m 66.0% 0.00 4,131.11 90&.4% 34%.&0 0.00

un 16.%0 0.00 &%1.96 20%.80 16.%0 0.00

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un %.00 0.00 1,0%4.88 60.&0 3%.00 0.00

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m 9&0.40 0.00 &%,%28.00 11,1%6.20 800.80 0.00

m 4,&%9.40 0.00 3&1,093.%0 &3,%90.4& 3,886.40 0.00

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35/78

un %.00 0.00 304.%6 60.&0 0.00 0.00

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un 100.00 0.00 0.00 98%.00 1,200.00 6,&00.00

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un 4&%.12 326,631.&8 0.00 &,&&0.98 2,0&2.3% 0.00

un 21%.&2 %91,680.9% 0.00 2,%3&.0& 964.32 0.00

un 120.00 0.00 4,30%.00 1,4%0.40 800.00 0.00

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J) 400.90 0.00 0.00 3,9&2.86 4,409.8% 1%,03&.84

J) 349.26 0.00 0.00 3,443.80 3,90&.&0 9,144.&8


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J) 62.&8 0.00 0.00 61&.%4 6&%.8% 3,421.44

J) 1,&81.12 0.00 0.00 1&,&89.84 421.%3 13,16%.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 121.40 0.00 1,000.00 1,466.44 &4%.29 0.00

un 42&.88 0.00 &8,%42.02 &,182.9% 1,91%.43 0.00un &63.9% 0.00 %6,331.10 %,98&.09 329.04 0.00

un 12%.22 0.00 9,&%8.24 1,&3%.10 62.3% 0.00

un 636.96 0.00 43,329.00 8,981.09 3,320.88 0.00

un 968.39 0.00 %1,%0&.00 11,906.01 4,402.66 0.00

m 9,989.82 0.00 3&6,092.2& 121,&6%.11 &1,321.96 0.00

m 1,16&.88 0.00 42,003.6& 14,310.4% %,036.&0 0.00

m 8.83 0.00 31%.61 106.4% 4&.&4 0.00

m &4.0& 0.00 1,923.38 %&6.69 26%.&8 0.00

m 160.8% 0.00 %,099.2% 2,069.36 86%.23 0.00

J) 41%.00 0.00 31,200.00 &,0%2.62 2,288.00 0.00

J) 48.80 0.00 3,%%0.00 &93.90 2%8.40 0.00

J) 1.48 0.00 111.00 18.01 8.14 0.00

J) 8.92 0.00 %%9.00 108.&% 49.0% 0.00

J) 28.28 0.00 2,121.00 344.16 1&&.&4 0.00

J) 1.48 0.00 111.00 18.01 8.14 0.00

J) 28.28 0.00 2,121.00 344.16 1&&.&4 0.00

J) 41%.00 0.00 31,200.00 &,0%2.62 2,288.00 0.00

J) 48.80 0.00 3,%%0.00 &93.90 2%8.40 0.00

J) 8.92 0.00 %%9.00 108.&% 49.0% 0.00

un 3.20 0.00 313.12 38.94 21.00 0.00

un 4.80 0.00 4%9.%8 &8.42 31.&0 0.00un 4.80 0.00 4%9.%8 &8.42 31.&0 0.00

un 4.80 0.00 4%9.%8 &8.42 31.&0 0.00

un 4.80 0.00 4%9.%8 &8.42 31.&0 0.00

un 2&.%0 0.00 2,3%4.88 311.&& 1%8.00 0.00

un 6%.80 0.00 6,%&4.9% 934.%% &04.00 0.00

un 19.20 0.00 326.&4 233.%% 12%.00 0.00

un 28.80 0.00 491.31 3&0.&0 189.00 0.00

un 28.80 0.00 491.31 3&0.&0 189.00 0.00

un 19.20 0.00 302.82 233.%% 12%.00 0.00

un 28.80 0.00 491.31 3&0.&0 189.00 0.00

un 19.20 0.00 1,219.&2 233.%% 12%.00 0.00

un 19.20 0.00 1,219.&2 233.%% 12%.00 0.00

un 28.80 0.00 1,829.28 3&0.&0 189.00 0.00

un 19.20 0.00 1,491.44 233.%% 12%.00 0.00

un 9.%0 0.00 %09.6% 11%.83 %3.00 0.00

un 19.20 0.00 1,306.06 233.%% 12%.00 0.00

un 28.80 0.00 2,236.1% 3&0.&0 189.00 0.00


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un 133.34 0.00 86,000.00 1,&%%.6& %00.00 0.00

un %0.00 0.00 &2,400.00 60&.00 260.00 0.00

un %%.%% 0.00 49,200.00 683.2% 300.00 0.00

un 400.00 0.00 184,000.00 4,600.00 1,800.00 0.00

un 420.00 0.00 &9,&3&.03 4,93&.00 1,890.00 0.00

un 420.00 0.00 %4,%28.38 4,93&.00 1,890.00 0.00un 840.00 0.00 &3,364.%0 9,860.00 3,680.00 0.00

un 420.00 0.00 &4,300.00 4,93&.00 1,890.00 0.00

un 420.00 0.00 3%,200.00 4,93&.00 1,890.00 0.00

un 10,320.00 0.00 1,2%&,911.20 121,2%0.00 4%,440.00 0.00

un 480.00 0.00 34,800.00 &,%40.00 1,200.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

m 168.20 0.00 16,232.93 2,093.8& 3%%.30 0.00

m 212.8& 0.00 16,181.9& 2,&00.99 44&.&0 0.00

m %63.20 0.00 69,128.62 6,910.10 1,3&%.30 0.00

m 102.30 0.00 4,044.81 1,202.03 231.00 0.00

m 41&.80 0.00 &&,1%&.66 4,88&.%& 83%.&& 0.00

m 93.62 0.00 8,8&1.00 1,101.21 19%.%8 0.00

m 19.&0 0.00 1,163.00 229.13 39.00 0.00

m 340.00 0.00 28,0%0.00 3,99&.00 600.00 0.00

=3m 26&.&& 0.00 9,61&.48 3,236.61 41&.80 0.00

un 2%4.00 0.00 8,429.&2 3,102.00 2%4.00 0.00

un 132.00 0.00 28,143.62 1,&&1.00 1,320.00 0.00

m 84.1& 0.00 3,%86.92 988.6% 60.9& 0.00

un 1,100.00 0.00 19,2%1.00 12,92&.00 93&.00 0.00

m 1&,928.00 0.00 1,338,480.00 186,1&4.00 13,36%.00 0.00un 8.2& 0.00 &&0.00 9%.94 6.1& 0.00

m 4,180.00 0.00 6,931.00 49,11&.00 3,&20.00 0.00

un 26&.00 0.00 3,162.40 3,231.2& 231.00 0.00

un 300.00 0.00 16,448.20 3,&2&.00 2,000.00 0.00

un 90.00 0.00 9,&11.02 1,0&6.&0 %00.00 0.00

un %0.00 0.00 12,36%.48 60&.00 400.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 1&%.62 0.00 2&,292.&2 1,841.4% 3%8.28 0.00

un 12.00 0.00 463.28 141.00 6.08 0.00

un 12.00 0.00 609.92 141.00 10.%2 0.00

un 4.&% 0.00 609.92 &3.&8 10.%2 0.00

un 18.00 0.00 914.02 211.&0 0.00 0.00

un 899.10 14&,0%6.46 0.00 10,&%4.43 2,112.%0 0.00

un 12.00 0.00 29&.80 141.00 4.44 0.00

%2,8&2.64 14&,0%6.46 4,386,9&2.02 631,388.%& 236,191.&3 94,%%2.33

m 12%.39 0.00 4,386.36 1,&38.16 %31.93 0.00


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m 3%.80 0.00 1,319.%3 446.8% 189.6& 0.00

J) &.08 0.00 381.00 %1.82 26.94 0.00

J) 4.&2 0.00 339.00 &&.01 24.8% 0.00

162.69 0.00 %,426.00 2,102.8% 864.48 0.00

un 90.00 0.00 68,%00.00 1,0&6.&0 40&.00 0.00

un 399.9% 0.00 29&,200.00 4,%99.&3 1,800.00 0.00un 2,&20.00 0.00 220,68%.%8 29,%10.00 11,340.00 0.00

un 840.00 0.00 80,444.00 9,860.00 3,680.00 0.00

un 420.00 0.00 40,222.00 4,93&.00 1,890.00 0.00

un 12,040.00 0.00 1,84%,120.&0 141,460.00 &4,180.00 0.00

un 3,440.00 0.00 686,138.3% 40,420.00 1&,480.00 0.00

un 480.00 0.00 %4,&68.00 &,%40.00 1,200.00 0.00

un 240.00 0.00 16,400.00 2,820.00 %00.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

m 1,266.10 0.00 103,091.%6 1&,00&.93 2,%63.00 0.00

m 2,80%.%& 0.00 2&6,423.26 32,968.14 &,83%.0& 0.00

m 30%.90 0.00 12,134.43 3,%0%.08 %93.00 0.00

m 140.&8 0.00 13,26%.49 1,%&1.82 29&.02 0.00

m 29.2& 0.00 1,6&9.&0 343.%9 &8.&0 0.00

m 496.2& 0.00 41,036.6& &,842.%9 1,023.6& 0.00

=3m 413.33 0.00 14,&63.21 4,8&%.%3 %23.60 0.00

un 330.00 0.00 10,&3%.90 3,866.&0 330.00 0.00

un 1%&.00 0.00 3&,169.%& 1,938.6& 1,%&0.00 0.00

un 13.&0 0.00 2,39&.98 1&8.%3 81.00 0.00

m 12%.23 0.00 &,&31.86 1,483.20 10%.43 0.00

un 1,320.00 0.00 23,113.20 1&,&10.00 1,122.00 0.00m 19,910.00 0.00 1,%63,100.00 233,942.&0 1%,620.00 0.00

un 3.30 0.00 220.00 38.68 2.8% 0.00

m &,01%.00 0.00 9,&16.20 &8,938.00 4,224.00 0.00

un 330.00 0.00 3,80%.88 3,866.&0 266.20 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un 0.00 0.00 0.00 0.00 0.00 0.00

un %.00 0.00 23%.%4 60.&0 3.&4 0.00

un %.00 0.00 3&4.9% 60.&0 &.31 0.00

un 9.00 0.00 4&6.01 10&.6& 0.00 0.00

un 449.&& 62,&33.63 0.00 &,282.21 1,0&%.30 0.00

un %.00 0.00 146.90 60.&0 2.22 0.00

&3,%31.%0 62,&33.63 &,%38,384.0& %30,161.33 126,4&8.88 0.00

m3 24,442

CAPEX Integrado R1

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