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  ITEMS % COSTO DIRECTO ($)

CÓDIGO DESCRIPCIÓN P.U. ($) S/ITEM TOTAL

001.00 Trabajos Pr!"#"ars G!oba!   1.0 1&''. 0.00 '1*.1 1&0**.0001.01 Ds+a, Trro Na+-ra! (M-!+"-") M* 1.1 11.00 .2 0.1 12.3 0.00 *.3 .'0001.0* R+"ro 4 T"rra (M-!+"-" 5Ca#") M 1'. 22.00 0.* 1.'3 1&*3.20 0.00 '.0 '.*000*.00 Mo6"#"+o 4 S-!os G!oba!   1.3 1&'.0 1&1'.1* 10. 13.300*.01 Tosa Para R!!o (10% Por Co#,a+a4o) M 1'.3' 2.00 21.3 1.* 1&1'.1* 1&1'.1* 0.00 0.0000*.0* R!!o 4 Tosa C/M-!+"-" M 0.1 0.00 '.3 0.0 '.01 0.00 *2.2* 3.100*.0 A,"soa4o C/M-!+"-" Ca,as(E70.*0 #) M* 1. 11.00 1'.03 0.** 13. 0.00 .3 112.00.00 8-4a" G!oba!   .21 &023.3 '&3. 1&'*2.2' *.300.01 8"!# Po!"+"!o 9/Losa 8-4a" (*00-) M* 1.1 11.00 . 0.*3 **.1' 13.3 .33 0.0000.0* Losa 4 8-4a" 4 :;A; (E70.13) M *3.0 12.00 . .3 3&2*.1 '&''. 1&3.* *.300'.00 A"s!a" G!oba!   0.*1 12.1 1*.' 3.22 0.000'.01 A"s!a" :"4r-+aa 1.3?1.1 C/Cor+"a U '03.00 3.00 0. *.* *&0*3.00 *&0*3.00 0.00 0.00003.03 P-r+a 9a! 1.2?* C/Cor+"a U 321.00 .00 *.1' 1.3 1&'.00 1&'.00 0.00 0.00003.0 >+"!+ 0.'?1.1 9a@os U 13'.00 .00 . 0.3* '*.00 '*.00 0.00 0.00003.0 8r+ P!aar4 C/9a-!ra 1.20?*.' U **.00 *.00 2.1 0.1 3''.00 3''.00 0.00 0.00003.02 8r+ P!aar4 C/9a-!ra 1.03?*.' U 1''.00 *.00 '.* 0.* *22.00 *22.00 0.00 0.0000.00 Ma#,os+r=a P;9; G!oba!   .1 &1. '&01. *&1*.2 '1.*00.01 Ma#,os+r=a 4 L.:.C. Por+a+ (E70.1*) M* 1.' 1'.00 '0.* *.2 *&3.3 1&'1.* 2*3. 0.00.0* Ma#,os+r=a 4 L.:.C. (E70.02) M* 10. '*.00 .21 0.' '.22 *'.'3 13. 0.000.0 R-ro 4 :;A; (0.?0.1*) ML 12. 111.00 *.0 *. *&02.23 1&3.2 3'.32 0.300.0' Traba 4 :"rro 4 M-ros ML 0.3 *.00 0.2 0.0 *'.01 1. .* 0.0100.03 D"+! 4 :"rro R4o4o ML 3.*3 1.00 1.* 0.0 2. 3*.0' 1. 0.01

00.0 Esa!ra 4 :;A; M *.' 1.00 11.'0 0.21 *.' **3.** '0. '0.100.0 Ba!o L.Co# Pa4r+ (:70.'0 #) ML 3.1 1.00 *.31 0.12 10.** 2.'' .3 0.000.02 9or4 L.Co# Pa4r+ Car,"+r=a ML 1.33 '0.00 0. 0.0 *.0* *.0 *.1 0.0100.0 Co!oa" 4 Maros M* 2.2 *.00 .* 0.* *0.2 31.1 12.* 0.000.00 C-b"r+a P!aa P;9; G!oba!   3. 3&00.3 &300.30 1&332.* 1.00.01 To 4 Losa Cr#"a 1*?*3?2 M* *.2 23.00 '3.1 *.33 *&*2.' 1&0. 3*.3 0.000.0* R-ro Ar#a4-ra Cr-a4a 8" /C/*3 # M* .' 23.00 3.20 0. *. *3.30 .* 0.0000.0 R-ro Ar#a4-ra F-+a 4 Co+ro! ML 1.' *3.00 0.2 0.03 '.1 '.02 .3 0.0000.0' R-ro Ar#a4-ra A,oo I+r#4"o ML 2.3* 1'.00 *. 0.1 11.* 0.1 *2.* 0.0000.03 R-ro Ar#a4-ra C"rr 4 9or4s ML '.2 ''.00 '.* 0.*' *1.0 1'.2 '.0' 0.0000.0 Eora4o C"rr 4 9or4s ML 1.3* ''.00 1.* 0.0 .2* . 3.23 0.0000.0 Ca,a 4 Co#,rs" (:;C; E72#) M* *. 23.00 '0.0 *.*2 *&0. 1&1.3* *'.' 1.'002.00 A"s!a" C-b"r+a P!aa P;9; G!oba!   0.3 .30 3.*' 1*.1' 0.11002.01 Car,+a 4 ,ro!"ja4o M* . *.00 *2.2 0.** 1.* .*0 13.03 0.03002.0* 9arrra 4 >a,or C/P"+-ra As!+"a M* 0.21 *.00 .30 0.0 *.' 2.1 13.*' 0.00002.0 A"s!a" THr#"a (Tra,or C/P"+-ra As!+"a M* 0.21 0.00 *. 0.03 '2.' 1.' 1.3 0.0001*.0 A"s!a" THr#"a (Tr

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01*.03 9ab+a 4 L.Co# (' :"!a4as) ML **. 2.00 '.1 0.3 230.3 '2.0* 1.'3 0.*201*.0 Dsa+"!a" G!oba!   0.1 11'.2* . '1.'' 0.00012.01 >+"!a" C;G; Tr#o+a- UNID. . 1.00 .1 0.01 . 3.20 *.1 0.00012.0* Co!-#a >+"!a" C;G; Tr#o+a- ML 3.30 .00 .3' 0.0' 2.3* *1.23 1. 0.00012.0 So#brr+ >+"!a" C;G; Tr#o+a- UNID. 3.2 1.00 '.2 0.01 3.2 '.'1 0. 0.00012.0' >+"!a" C;G; To"!++ UNID. .03 1.00 .22 0.01 .03 .* *.1 0.00012.03 Co!-#a >+"!a" C;G; To"!++ ML .1' .00 .'3 0.03 '.00 *. 1. 0.00012.0 So#brr+ >+"!a" C;G; To"!++ UNID. 3. 1.00 3.*0 0.01 3. 3.00 0. 0.00012.0 Rja >+"!a" C;G; To"!++ UNID. '. 1.00 '.3 0.01 '. .0 1.* 0.0001.00 Co+ra,"sos G!oba!   1.2 1&3. '1.1 *.3 1.*001.01 Co+ra,"so 4 Caso+ PA (E73 #) M* .2 '2.30 *.2 0.31 '33.13 1.* *2.3 0.*01.0* 9a-"a P!aar4 PA (E710 #) M*

1'.'* '.00 .3 0.0 3.2 *.2 *.3 0.001.0 Co+ra,"so 4 Caso+ P9 (E73 #) M* .2 11.00 .1' 1.* 1&0. '*3.*1 1. 0.201.0' 9a-"a Co"a (E710 #) M* 1'.'* 1.0 1.30 0.0 *'.31 11.2' 1*.' 0.00*0.00 Car,+as G!oba!   1.0 *0.1' 120.1' .2 0.**0*0.01 Car,+a 8ra+asa4a PA M* . '*.00 0.'* 0.1 *.' 3.22 **.00 0.00*0.0* Car,+a 8ra+asa4a Loa! Sa"+ar"o PA M* .* .30 3.11 0.03 '. 1*.0 '.22 0.010*0.0 Car,+a 8ra+asa4a P9 M* . 2.00 '.' 0. 3.*1 11'.1 '2.0 0.1'0*1.00 R6o- Gr-so I+r"or G!oba!   '. &**. 11. &*10.2 0.0*1.01 R6o- Gr-so I+r"or a !a Ca! PA M* .* 121.00 1.' 1.'0 1&*3.1 13.12 1&0. 0.*0*1.0* R6o- Gr-so I+r"or Sa"+ar"o PA M* . '*.00 2.3 0. '.' 2'. *'. 0.00*1.0 G-ar4aa+os PA ML 1.* 12.00 0.22 0.0' '.0 *1. 1*.' 0.000*1.0' R6o- Gr-so I+r"or a !a Ca! P9 M* .* **2.00 '0.*' 1. 1&32.3 **0. 1&3.30 0.'00*1.03 R6o- Gr-so I+r"or Sa"+ar"o P9 M* . 2*.00 1.3 0. 3*. 13.*2 '2.3 0.1'0*1.0 G-ar4aa+os P9 ML 1.* .00 1. 0.02 .*0 '.* *3.*2 0.00

0**.00 R6o- Gr-so E?+r"or G!oba!   *.2 *&'2'.0 3.02 1&30. 0.10**.01 Ao+a4o :"4r-

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0*2.0* Nar" M+!"a Esa!ra ML 1*.'1 1.00 32.3 0.** 12.3 113.3 21.0 1.*0*.00 P"so >r4a Ga!r=a G!oba!   0.'' .'1 '. 01. 0.00*.01 P"so C#+o LLaa4o >r4a Ga!r=a M* 11. 3.00 100.00 0.'' .'1 '. 01. 0.000.00 P"so I+r"or G!oba!   '. '&'*.3* &3*.2 2*2.*' '1.'*00.01 Par-+ E-a!",+-s Dor#"+or"os M* *.00 3.00 **.3 1.1' 1&013.00 1&013.00 0.00 0.0000.0* Ba!o P"o Paraa Dor#"+or"os ML *.'* 3*.00 *.2* 0.1' 1*3.2' 1*3.2' 0.00 0.0000.0 Co!oa" Par-+ Dor#"+or"os M* .1 3.00 .3 0.2 .** 1.32 1*.' 0.0000.0' Co!oa" Ba!os Dor#"+or"os ML 0.'1 3*.00 0.'2 0.0* *1.' 0.00 *1.' 0.0000.03 P-!"4oP!as+""a4o Dor#"+or"os M* 10. 3.00 2.10 0.'0 1. 131.*0 12.'* *.00.0 Par-+ E-a!",+-s L"6"

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0.03 A!aa S/E?+ra+or U 12.00 1.00 3.3 0.*0 12.00 12.00 0.00 0.000.0 A!aa U 2.00 *.00 *.' 0.2 2.00 2.00 0.00 0.000.0 P-r+a 8r+ La6a4ro U 10.00 1.00 3.1 0.1 10.00 10.00 0.00 0.000.02 Co!oa" M-b!s Co"a UNID. 11.' 2.00 *. 0.10 1.' 0.00 1.' 0.000.0 Msa4a Gra=+"a C/Dob! 9aa U *21.00 1.00 2.'2 0.1 *21.00 *21.00 0.00 0.000.10 Msa4a Gra=+"a M* 13.00 *.00 .'2 0.3 1'.00 1'.00 0.00 0.000.11 Ba!o Gra=+"o M 1.00 '.00 1. 0.0 '.00 '.00 0.00 0.000.1* P-r""a4or 4 A"r U 12.00 1.00 3. 0.*0 12.00 12.00 0.00 0.000'0.00 I+r"or 4 P!aar4 G!oba!   0.'2 '*2.' 2'.00 ''.' 0.000'0.01 Es+a+s Cajora I+r"or P!aar4 M* *'.00 1.00 2.* 0.' 2'.00 2'.00 0.00 0.000'0.0* Co!oa" I+r"or P!aar4 M* *.2 1.00 10.2 0.03 ''.' 0.00 ''.' 0.00

TOTAL 2&'*.3 33&2. *&*3*. 1&*.20

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01

Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 0.00 0.00EJUIPOS K :ERRAMIENTAS MENORES 1&0**.0 1.*CAMION >OLCADOR(M)1*0 :P :ORA 1.0 '2.1 2'.** 3.03

MULTI8UNCION' :P :ORA 11. 1'.3 13. 1*.**MANO DE O9RA DIRECTA '1*.1 *2.O8ICIAL MAJUINISTA ESPECIALIBADO :ORA 3.32 *.2 30.1 *'.'*AKUDANTE ECA>ACION :ORA '.** 1'.3 1.23 '.1TOTAL 1&''. 100.00

0*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1&1'.1* 21.3TOSCA M 1'.3' 2.00 1&1'.1* 21.3EJUIPOS K :ERRAMIENTAS MENORES 13.3 11.0*MULTI8UNCION' :P :ORA 11. 10.23 1*. .*MULTI8UNCION(Asor"os) :ORA *. .1 *. 1.0MANO DE O9RA DIRECTA

10. .O8ICIAL MAJUINISTA ESPECIALIBADO :ORA 3.32 10.23 0.3 '.'AKUDANTE ECA>ACION :ORA '.** 10.23 '3.2 .*TOTAL 1&'.0 100.00

0Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES '&3. .':IERRO REDONDO ESTRIADO '*/U3003*2 10MM TON 1&2.31 1.31 *&022.0 '.1CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 102.00 1&'.'0 *.0CANTO RODADO(00) M '2. 1*.0 1.0* 10.1'ARENA GRUESA M . .00 0.2' '.8ILM DE POLIETILENO(E7*00 M"ros) M* 1.*' 1*2.0 13.3 *.*:IERRO REDONDO ESTRIADO '*/U3003*2 MM TON 1&1.00 0.0* *3.'1 0.'*

ALAM9RE A.RECOCI.(NEGRO)(1.MM)N1 QILO *.*1 10.1 *. 0.EJUIPOS K :ERRAMIENTAS MENORES *.3 0.03MEBCLADORA(*:P) :ORA 0.*' 10.0 *.'1 0.0'>I9RADOR* :P :ORA 0.3 0. 0.3' 0.01MANO DE O9RA DIRECTA 1&'*2.2' *.'2PEON :ORA .3 13. 3'.3 .00AKUDANTE :ORMIGON :ORA '.** '.12 1.*1 3.13AKUDANTE ARMADOR :ORA '.** '.3* *00.3 .0O8ICIAL ARMADOR :ORA 3.32 3. *00.30 .*O8ICIAL :ORMIGON :ORA '.* **.1 103.23 1.'AKUDANTE AL9AIL :ORA '.** 1'.' 1.02 1.00TOTAL &023.3 100.00

0'Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1*.' .3CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 .* . 31.01:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 1.12 *.1 1*.0ARENA MEDIANA M **.33 0.3 1*.0 .3EJUIPOS K :ERRAMIENTAS MENORES 0.0 0.03MEBCLADORA(*:P) :ORA 0.*' 0. 0.0 0.03MANO DE O9RA DIRECTA 3.22 0.00O8ICIAL AL9AIL :ORA '.* .0 .' 1.PEON :ORA .3 *.' 2.2 '.AKUDANTE AL9AIL :ORA '.** 1. .3 .AKUDANTE MORTERO :ORA '.** 1.12 '.2 *.O8ICIAL MORTERO :ORA '.* 0. 1.2* 0.TOTAL 12.1 100.00

03Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES &.00 100.00>ENTANA 130?110 COMPACTA U '03.00 3.00 *&0*3.00 0.>ENTANA 120?*00 COMPACTA U 321.00 .00 1&'.00 *.1'PUERTA PLACA PINO M/C:APA 0/0?*00 U .00 10.00 0.00 1'.'08RENTE PLACARD C/9AULERA 120?*' PINO U **.00 *.00 3''.00 2.1>ENTILETE '0?110 U 13'.00 .00 '*.00 .PUERTA C/TA9LERO M/SEGURIDAD 0?*00 U 2.00 1.00 2.00 3.3*8RENTE PLACARD C/9AULERA 103?*' PINO U 1''.00 *.00 *22.00 '.*PUERTA 1/* TA9LERO 1/* >.REPARTIDO 0?*00 U *.00 1.00 *.00 '.12

EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 0.00 0.00TOTAL &.00 100.00

0

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Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES '&01.20 .03LADRILLO :UECO PORTANTE(1*?1?) U 0.0 *&00.2' 1&'*1.32 **.1:IERRO REDONDO ESTRIADO '*/U3003*2 2MM TON 1&2.00 0.32 23.0' 13.'CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 31.'1 2.20 10.

LADRILLO :UECO(2?12?) U 0. 0.3' **3.3 .3'ARENA GRUESA M . 3.* 12.0 *.2CANTO RODADO(00) M '2. .2 12'.3 *.0CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' *3.'3 113.3 1.21:IERRO REDONDO ESTRIADO '*/U3003*2 1*MM TON 1&3.00 0.0 1.32 1.''LADRILLOS COMUNES 1ra.SELECCION MIL 11.00 0.' 0. 0.TA9LA SALIGNA EN 9RUTO 1?' M* 3.1 .2' 1.* 0.1ARENA MEDIANA M **.33 0.' 1. 0.*ALAM9RE A.RECOCI.(NEGRO)(1.MM)N1 QILO *.*1 '.' .22 0.1:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 0.' . 0.13CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 0.* .1 0.03EJUIPOS K :ERRAMIENTAS MENORES '1.* 0.3MADERA PINO SALIGNA EN 9RUTO M *0.0 0.1 .'' 0.*MEBCLADORA(*:P) :ORA

0.*' 3.1' 1.* 0.0*SIERRA CIRCULAR 1.2Q :ORA 0.0 1.2 0.33 0.01>I9RADOR* :P :ORA 0.3 0.03 0.0 0.00MANO DE O9RA DIRECTA *&1*.2 .0O8ICIAL AL9AIL :ORA '.* *1. 1&00'.*3 13.AKUDANTE AL9AIL :ORA '.** 101.' '*.1' .PEON :ORA .3 103.2* .0 3.O8ICIAL ENCO8RADOR :ORA 3.32 .3 *0. .*AKUDANTE ENCO8RADOR :ORA '.** 2.2 1. *.3AKUDANTE :ORMIGON :ORA '.** 1.2 3.0* 0.AKUDANTE MORTERO :ORA '.** .3 *. 0.'*O8ICIAL :ORMIGON :ORA '.* .0 1'.1 0.**O8ICIAL MORTERO :ORA '.* *.1* . 0.13O8ICIAL ARMADOR :ORA 3.32 1. .0 0.13

AKUDANTE ARMADOR :ORA '.** *.02 2.20 0.1'TOTAL &1.' 100.00

0Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES &300.30 .1CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 .** 2'0.21 1.1>IGUETA :ORMIGON(.3M) U 1'.33 33.*3 20.2 13.29LOJUE CERAMICO(1*?*3?2)(2?M*) U 0.0 20.00 1*.00 1*.0CANTO RODADO(00) M '2. .0* '.2* .:IERRO REDONDO ESTRIADO '*/U3003*2 2MM TON 1&2.00 0.1 *2. 3.:IERRO REDONDO ESTRIADO '*/U3003*2 MM TON 1&1.00 0.13 *3'.1 3.0*ARENA GRUESA M . 3.0* 1.1 .3

CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 *.0 .3 1.3TIRANTE PINO SALIGNA EN 9RUTO ? ML 1.1' 3.20 3.2 1.0MEM9RANA AS8.MM S/ALUMINIO(1?10M) ROLLO *.3* 0.3 *.*0 0.3*TA9LA SALIGNA EN 9RUTO 1?' M* 3.1 1.23 .3 0.1ALAM9RE A.RECOCI.(NEGRO)(1.MM)N1 QILO *.*1 *.* 3.1 0.10ARENA MEDIANA M **.33 0.1* *.' 0.03PINTURA AS8ALTICA (12 L) LATA 3.* 0.0* 0. 0.01GAS 9UTANO QG '.00 0.0* 0.02 0.00EJUIPOS K :ERRAMIENTAS MENORES 1. 0.0MEBCLADORA(*:P) :ORA 0.*' 3. 1. 0.0MANO DE O9RA DIRECTA 1&332.* 0.20O8ICIAL AL9AIL :ORA '.* 1*1.2 3*.2 11.1*PEON :ORA .3 12. '3.*0 .AKUDANTE AL9AIL :ORA '.** 1.1 2'.2 .1AKUDANTE :ORMIGON :ORA '.** **.' '. 1.22O8ICIAL :ORMIGON :ORA '.* '.10 12. 0.AKUDANTE MORTERO :ORA '.** 0.* 1.3 0.0O8ICIAL MORTERO :ORA '.* 0.11 0.' 0.01TOTAL 3&00.3 100.00

02Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 3.*' 3.MEM9RANA AS8.'MM C/ALUMINIO(1?10M) ROLLO .1 .1 10.* 13.2CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 .* 2.* 1*.''POLIESTIRENO EPANDIDO *CM(1?*M) PLACA .0 13.3 3.'* 2.32LADRILLOS COMUNES 1ra.SELECCION MIL 11.00 0.1 *'.2 .

EM9UDO P>C DESAGUE >ERTICAL U 2.'2 *.00 1. *.3PINTURA AS8ALTICA (12 L) LATA 3.* 0.' 1. *.'3:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 0.0 1. *.0ARENA GRUESA M . 0.3 11.3 1.3CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' *.*2 10. 1.33

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ARENA MEDIANA M **.33 0. 2.22 1.CUR>A P>C /.* A 0 U . *.00 . 0.AD:ITI>O P>C(1/' L) U .1 0.02 0.0 0.0'GAS 9UTANO QG '.00 0.0 0.*3 0.0'EJUIPOS K :ERRAMIENTAS MENORES 0.11 0.0*

MEBCLADORA(*:P) :ORA 0.*' 0.' 0.11 0.0*MANO DE O9RA DIRECTA 1*.1' '.*O8ICIAL AL9AIL :ORA '.* .'' 12*.* *.**AKUDANTE AL9AIL :ORA '.** *'.* 10*.0 13.*2PEON :ORA .3 '.*0 1'. *.*'AKUDANTE MORTERO :ORA '.** 1.'* 3. 0.2O8ICIAL SANITARISTA :ORA 3.32 0.30 *. 0.'*O8ICIAL MORTERO :ORA '.* 0.' *.12 0.AKUDANTE SANITARISTA :ORA '.** 0. 1. 0.*3TOTAL .30 100.00

0Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES

2.20 .'TIRANTE PINO PARANA ? CEPILLADO ML .'0 *.*0 *01.*2 1.1C:APA 8 GAL>. ONDU.(1.10?*.'' N;*') U *2. .3 122.01 1.3'MAC:IM9RE PINO ELLIOTIS /' CEPILLADO M* 2.0 1.0 1'*.0 1*.309ARNIB SINTETICO MATE('L) LATA 2.0 *.10 20.10 .03CANALETA CG 9AFO TEFA ML 10.* 3.00 31.3 '.3*CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 *. .'2 .'PROTECTOR INSECTICIDA P/MADERA('L) LATA .0* 0.22 *2. *.33GRAMPA ANCLAFE P/C:APAS U 0.3 *'.00 12.00 1.32LADRILLOS COMUNES 1ra.SELECCION MIL 11.00 0.1* 13.*3 1.':IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 0. .0 0.*CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 1.0 3.3* 0.'ARENA MEDIANA M **.33 0.* 3.1' 0.'3AGUARRAS MINERAL(12L) LATA 32.00 0.0 '.0 0.

PINTURA ACCESORIOS M* 0.10 3.02 .31 0.1EJUIPOS K :ERRAMIENTAS MENORES 0.*' 0.0*SIERRA CIRCULAR 1.2Q :ORA 0.0 0. 0.*0 0.0*MEBCLADORA(*:P) :ORA 0.*' 0.1 0.0' 0.00MANO DE O9RA DIRECTA '.'3 0.'2AKUDANTE ESTRUCTURA MADERA :ORA '.** ''.2 12. 1.'O8ICIAL ESTRUCTURA MADERA :ORA 3.32 1.2 .' .*O8ICIAL AL9AIL :ORA '.* . 1.* *.3AKUDANTE :ORA '.** '.1 1.3 1.33AKUDANTE TEC:ISTA :ORA '.** *.3 10.2' 0.3O8ICIAL TEC:ISTA :ORA 3.32 1.33 2.' 0.PEON :ORA .3 1.22 .1 0.3AKUDANTE AL9AIL :ORA '.** 1.1 '.22 0.'

AKUDANTE MORTERO :ORA '.** 0.'2 *.0 0.12O8ICIAL MORTERO :ORA '.* 0.1 0.' 0.0TOTAL 1&1.' 100.00

10Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES &*3'.30 .LADRILLO :UECO PORTANTE(1*?1?) U 0.0 1&2*.1 1&*'.31 *3.3:IERRO REDONDO ESTRIADO '*/U3003*2 2MM TON 1&2.00 0.'2 20. 1.3'CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 . 30*.' 10.1LADRILLO :UECO(2?12?) U 0. 2*.11 *3*.2 3.12ARENA GRUESA M . '.' 130.3* .0CANTO RODADO(00) M '2. *.' 1**.1 *.31CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' *.' 103. *.1LADRILLOS COMUNES 1ra.SELECCION MIL 11.00 0.12 *.* 0.'2TA9LA SALIGNA EN 9RUTO 1?' M* 3.1 .*1 1.' 0.'ARENA MEDIANA M **.33 0. 1'.* 0.*ALAM9RE A.RECOCI.(NEGRO)(1.MM)N1 QILO *.*1 .3 . 0.13:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 0.*1 '.12 0.0CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 0.* 1.11 0.0*EJUIPOS K :ERRAMIENTAS MENORES 0. 0.0*MEBCLADORA(*:P) :ORA 0.*' .0 0. 0.0*MANO DE O9RA DIRECTA 1&12.0 .*1O8ICIAL AL9AIL :ORA '.* 10. 22*.1' 12.10AKUDANTE AL9AIL :ORA '.** 0. 21.3 .2PEON :ORA .3 2.1 *21.21 3.2AKUDANTE :ORMIGON :ORA '.** . .' 0.

AKUDANTE MORTERO :ORA '.** 3.1 *'.11 0.'O8ICIAL MORTERO :ORA '.* 1.0 2. 0.12O8ICIAL :ORMIGON :ORA '.* 1.' .' 0.1'TOTAL '&2'. 100.00

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11Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES *&'.2 .0CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 ''. 3.31 1.3>IGUETA :ORMIGON(.3M) U 1'.33 .00 3.'3 13.2

9LOJUE CERAMICO(1*?*3?2)(2?M*) U 0.0 '20.00 '*.00 1*.03CANTO RODADO(00) M '2. '. *'*.0 .:IERRO REDONDO ESTRIADO '*/U3003*2 2MM TON 1&2.00 0.1* *0. 3.:IERRO REDONDO ESTRIADO '*/U3003*2 MM TON 1&1.00 0.11 1. 3.01ARENA GRUESA M . .3' 11.31 .CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 1.0 3.** 1.3TIRANTE PINO SALIGNA EN 9RUTO ? ML 1.1' '0.20 '.31 1.0MEM9RANA AS8.MM S/ALUMINIO(1?10M) ROLLO *.3* 0. 12.' 0.3*TA9LA SALIGNA EN 9RUTO 1?' M* 3.1 1.0 2.*2 0.*ALAM9RE A.RECOCI.(NEGRO)(1.MM)N1 QILO *.*1 1.' . 0.10ARENA MEDIANA M **.33 0.02 1.2 0.03PINTURA AS8ALTICA (12 L) LATA 3.* 0.01 0.' 0.01GAS 9UTANO QG '.00 0.01 0.0 0.00EJUIPOS K :ERRAMIENTAS MENORES

0. 0.0MEBCLADORA(*:P) :ORA 0.*' '.0' 0. 0.0MANO DE O9RA DIRECTA 1&10.12 0.3O8ICIAL AL9AIL :ORA '.* 2. '01.21 11.*1PEON :ORA .3 .3 '. .AKUDANTE AL9AIL :ORA '.** 3. *3.2 .0AKUDANTE :ORMIGON :ORA '.** 13.22 .0 1.2O8ICIAL :ORMIGON :ORA '.* *.0 1.2 0.AKUDANTE MORTERO :ORA '.** 0.* 0.3 0.0O8ICIAL MORTERO :ORA '.* 0.02 0.3 0.01TOTAL &32'.0* 100.00

1*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9C

MATERIALES '.0 3'.0CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 *'.00 1.1 1.0MEM9RANA AS8.'MM C/ALUMINIO(1?10M) ROLLO .1 .0 *1.23 1*.1POLIESTIRENO EPANDIDO *CM(1?*M) PLACA .0 .00 112.20 .3LADRILLOS COMUNES 1ra.SELECCION MIL 11.00 0.21 103.' 3.23:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 *.3 32.10 .**ARENA MEDIANA M **.33 1. .31 *.02PINTURA AS8ALTICA (12 L) LATA 3.* 0. .22 1.22EM9UDO P>C DESAGUE >ERTICAL U 2.'2 .00 *3.'' 1.'1ARENA GRUESA M . 0.* *'.1 1.3CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' '.* *1.'' 1.1CUR>A P>C /.* A 0 U . .00 . 0.33GAS 9UTANO QG '.00 0.1 0.31 0.0

AD:ITI>O P>C(1/' L) U .1 0.1* 0.'3 0.0*EJUIPOS K :ERRAMIENTAS MENORES 0.2 0.0*MEBCLADORA(*:P) :ORA 0.*' 1.32 0.2 0.0*MANO DE O9RA DIRECTA 2*.1 '3.0O8ICIAL AL9AIL :ORA '.* 111. 31'.31 *2.3'AKUDANTE AL9AIL :ORA '.** 3'.' **.' 1*.3PEON :ORA .3 1. '.*' *.AKUDANTE MORTERO :ORA '.** '. 1.3 1.11O8ICIAL MORTERO :ORA '.* 1.32 .*2 0.'0O8ICIAL SANITARISTA :ORA 3.32 0.3 '.1 0.*AKUDANTE SANITARISTA :ORA '.** 0.3 *.' 0.1'TOTAL 1&20*.22 100.00

1Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES '3.' 1.CAO P>C 8LEI9LE RE8ORBADO /'(Naraja) ML 0.*2 0.00 23.2 .00CAO P>C 8LEI9LE RE8ORBADO /2(Naraja) ML 0.'' 1*.10 2'.3* 3.*CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 '.2 '.2 '.33CONECTOR /' U 0.' 10.00 3.20 '.03CAFA METALICA RECTANGULAR 3?10 U 0.'* 23.00 3.0 *.30CONECTOR /2 U 0.'* 23.00 3.0 *.30EMPALME RECTO /' U 0.* 23.00 **.3 1.1CAFA METALICA OCTOGONAL C:ICA U 0.'* '*.30 1.23 1.*3EMPALME RECTO /2 U 0. '*.30 1'.0 0.2ARENA MEDIANA M **.33 0.3 1*.2 0.2>OLJUETE 3 M M 10.00 1.** 1*.12 0.23

CAFA METALICA C/PUERTA(P/10 M4-!os) U . 1.00 . 0.EJUIPOS K :ERRAMIENTAS MENORES 0.02 0.01

MEBCLADORA(*:P) :ORA 0.*' 0.3 0.02 0.01

MANO DE O9RA DIRECTA '.1 2.*O8ICIAL ELECTRICISTA :ORA 3.32 *. 31.' *'.1

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AKUDANTE :ORA '.** 0.00 *3.33 *0.0AKUDANTE ELECTRICISTA :ORA '.** *. *3.23 12.*O8ICIAL AL9AIL :ORA '.* 3.1 *.* 1.1PEON :ORA .3 .1' *1.* 1.3'AKUDANTE AL9AIL :ORA '.** 1.'3 .1* 0.'

AKUDANTE MORTERO :ORA '.** 1.03 '.'' 0.1O8ICIAL MORTERO :ORA '.* 0.3 1.* 0.11TOTAL 1&'*.' 100.00

1'Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 313.31 3.03CAO EPOI ML .' 3.'3 ***.'1 **.2LLA>E DE PASO GAS CROMO U .30 2.2* 2. 2.*CODO 0; EPOI U 1.' 31. .2 .0NIPLE EPOI U 1.30 0.*' '3. '.CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 *.1 *2. *.TEE REDUCCION EPOI U *.3* .3 1.03 1.GLICERINA(300Grs) U

3.0 1.*' .* 0.3ARENA MEDIANA M **.33 0.*3 3.1 0.32>OLJUETE 3 M M 10.00 0.3' 3. 0.3CODO REDUCCION EPOI U *.1 *.3* 3. 0.33TAPON MAC:O EPOI U 0.32 2.2* 3.1* 0.3LITARGIRIO(300Grs) U .' 1.*' '.0 0.''CUPLA REDUCCION EPOI U 1.2 *.3* '.* 0.''TEE EPOI U *.3 1.* *. 0.0CONEION DIELECTRICA GAL>ANIBADA U 1. 1.* *.12 0.**9UFE REDUCCION EPOI U 0.' 1.* 0.21 0.02EJUIPOS K :ERRAMIENTAS MENORES 0.0' 0.00MEBCLADORA(*:P) :ORA 0.*' 0.1 0.0' 0.00MANO DE O9RA DIRECTA '3.1' '.'O8ICIAL GASISTA :ORA 3.32 '0.'* **3.33 *.*1

AKUDANTE :ORA '.** 0. 10.23 1.'AKUDANTE GASISTA :ORA '.** 1.*' *.2 .'O8ICIAL AL9AIL :ORA '.* *.* 1*.02 1.*'PEON :ORA .3 *. .30 0.2AKUDANTE AL9AIL :ORA '.** 0.' *.1 0.*2AKUDANTE MORTERO :ORA '.** 0.' 1. 0.*0O8ICIAL MORTERO :ORA '.* 0.1 0.* 0.0TOTAL 1. 100.00

13Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES *&.0 .CAO :9 STANDARD ML 3.22 1'0.00 2*.*0 **.23

TANJUE A;I;(1000L) U 23.00 1.00 23.00 10.TERMOTANJUE GAS 10L A/RECUPERACION U 3'.00 1.00 3'.00 .2LLA>E TRANS8ERENCIA C/DUC:A MO>IL U 10*.00 .00 0.00 2.30LLA>E DE PASO :9 C/CAMPANA U 1'.2' 10.00 1'2.'0 '.1*LLA>E TRANS8ERENCIA PILETA LA>ADERO/COCINA U 2*.00 1.00 2*.00 *.*2COLECTOR 9RONCE(P/' 9aja4as /') U 0.00 1.00 0.00 1.GAS 9UTANO QG '.00 1.'3 3.20 1.'CODO :9 C/ROSCA :EM9RA U 1.12 '0.00 '.*0 1.18LEI9LE CROMO?0CM U . .00 ''.3* 1.*'ESTAO 30%(>ar"!!a) U *.30 1.3 '*. 1.12TEE :9 NORMAL U 1.' 0.00 '0.*0 1.1*>AL>ULA ES8ERICA 9RONCE P/TOTAL /' U .32 .00 .'2 1.10UNION DO9LE :9 C/ROSCA U .32 3.00 .0 1.03CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 *.' .'' 1.01CODO NORMAL :9 U 1.* 13.00 *'.0 0.TEE :9 C/ROSCA CENTRAL U *.12 .00 1.* 0.3'PAPEL AS8ALTICO 3CM?*0M ROLLO 1. 11.*0 1.2 0.3'PUERTA P/NIC:O A;I; *0?*0 U 2.3 *.00 1.0 0.'ESTAO %(>ar"!!a) U 1.20 .13 1.' 0.'>AL>ULA ES8ERICA 9RONCE P/TOTAL 1 1/' U 1.* 1.00 1.* 0.'38LOTANTE A PRESION 9CE K 9OKA TELGOPOR U 1.1* 1.00 1.1* 0.'3TU9O :EM9RA :9 REDUCCION U 1.13 1.00 1'.3 0.'*DECAPANTE(300Grs) U 1.0 1.1 1'. 0.'1TAPON MAC:O U 0.** 30.00 11.00 0.1UNION :9 NORMAL U 0.2 10.00 2.0 0.*'TEE :9 REDUCCION CENTRAL U 1.0 3.00 2.30 0.*'TU9O MAC:O :9 NORMAL U 0.0 .00 2.10 0.**

9RIDA 9RONCE U . *.00 .32 0.*1CANILLA ES8ERICA P/NIC:O U .*0 1.00 .*0 0.*0ARENA MEDIANA M **.33 0.* .11 0.*0>OLJUETE 3 M M 10.00 0.2 .2 0.1UNION DO9LE CONICA 9RONCE U . 1.00 . 0.12

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TEE 9RONCE U *. *.00 3.* 0.1TEE REDUCCION 9RONCE U 3.00 1.00 3.00 0.1'NIPLE 9RONCE U 1.32 .00 '.' 0.1CANILLA ES8ERICA P/MANGA U '.'* 1.00 '.'* 0.1*ROSCA C/TUERCA 9RONCE U 1.03 '.00 '.*0 0.1*

CAAMO(100IROLA U 1.* *.00 *.3* 0.0TUERCA AFUSTE 9RONCE U 0.32 *.00 1.1 0.0>IROLA ALUMINIO U 0.* *.00 0.3* 0.01EJUIPOS K :ERRAMIENTAS MENORES 0.03 0.00MEBCLADORA(*:P) :ORA 0.*' 0.*0 0.03 0.00MANO DE O9RA DIRECTA 2*2.3 *.01O8ICIAL SANITARISTA :ORA 3.32 2.0 '3. 1*.0AKUDANTE SANITARISTA :ORA '.** '.02 1'.3' 3.'0AKUDANTE :ORA '.** .*3 13.' '.0O8ICIAL AL9AIL :ORA

'.* .1 13.1 0.'*PEON :ORA .3 .1* 11.1' 0.1AKUDANTE AL9AIL :ORA '.** 0.21 .' 0.10AKUDANTE MORTERO :ORA '.** 0.3 *.' 0.0O8ICIAL MORTERO :ORA '.* 0.*0 0.1 0.0TOTAL &0*.0 100.00

1Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES .*' 0.33CAO P>C .* 110?# U 1.' 1'.2 *.3 *'.1CAO P>C .* ?# U 1. .'0 11.'* 11.0CAO P>C .* '0?'# U 10. 3.22 . 3.PILETA DE PATIO P>C C/SALIDA U 10.0 3.00 30.0 '.33

RAMAL P>C 110?110 A '3 U .0 3.00 '3.3 '.11CAMARA INSPECCION C/CONTRATAPA 0?0?0 U '3.00 1.00 '3.00 '.0CUR>A P>C 110/.* A 0 U 2.1 3.00 '.33 .'CODO C/ACOMETIDA P>C 110?/.* A 0 U .1 '.00 *2.2 *.0CODO P>C '0/.* A 0 U 0.2 *.00 *0.' 1.23CAO CAMARA P>C .* 110 U .32 *.00 1.1 1.AD:ITI>O P>C(1/' L) U .1 '.1 12.** 1.3CAO P>C .* 30?'# U 1.2 1.00 1.2 1.*SI8ON DO9LE U 11.00 1.00 11.00 1.009OCA DE ACCESO U .0 1.00 .0 0.1RECEPTACULO P/DUC:A P>C U 3.31 1.00 3.31 0.30GRAPA P/CAOS U 0.2 .20 '.* 0.'*CODO P>C 30/.* A 0 U 1.3 *.00 .12 0.*

CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 0.02 1.1* 0.10A9RABADERA P/CAO U 0.12 '.02 0. 0.0ARENA MEDIANA M **.33 0.01 0.** 0.0*>OLJUETE 3 M M 10.00 0.0* 0.** 0.0*EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MEBCLADORA(*:P) :ORA 0.*' 0.01 0.00 0.00MANO DE O9RA DIRECTA *3.' *.'3O8ICIAL SANITARISTA :ORA 3.32 *.' 1'.2 1.1AKUDANTE SANITARISTA :ORA '.** 1.2 2.* .32AKUDANTE :ORA '.** 1.* .11 .*AKUDANTE ECA>ACION :ORA '.** .2 1'.* 1.*PEON :ORA .3 1.23 .0 0.0O8ICIAL AL9AIL :ORA '.* 0.10 0.' 0.0'AKUDANTE AL9AIL :ORA '.** 0.0 0.11 0.01AKUDANTE MORTERO :ORA '.** 0.0* 0.02 0.01O8ICIAL MORTERO :ORA '.* 0.01 0.0 0.00TOTAL 1&10'.3 100.00

1Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES **2. 1.CAO P>C .* ?# U 1. 10.*0 121.13 3.30CUR>A P>C /.* A 0 U . 1*.0 '1. 1.0AD:ITI>O P>C(1/' L) U .1 1.01 .' 1.1A9RABADERA P/CAO U 0.12 10.*0 1.2' 0.3EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 1. *2.

O8ICIAL SANITARISTA :ORA 3.32 .0 33.** 1.**AKUDANTE SANITARISTA :ORA '.** 2.3 .1' 11.*PEON :ORA .3 0.1 0.3 0.12TOTAL *0.1 100.00

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12Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES . .0CAO CG ' M .0 2.00 *.0 *3.2CAO CG M .0 2.00 *'.'2 *1.*

SOM9RERETE CG ' U 3.00 1.00 3.00 '.3SOM9RERETE CG U '.'1 1.00 '.'1 .2'REFA >ENTILACION *0?*0 U .0 1.00 .0 *.CUR>A CG ' A '3 U *.** 1.00 *.** 1.CUR>A CG A '3 U 1.' 1.00 1.' 1.CAO 8LEI9LE ALUMINIO ' ML '.2 0.*0 1.00 0.2A9RABADERA P/CAO U 0.12 '. 0.2 0.3CAO 8LEI9LE ALUMINIO ML '.00 0.*0 0.20 0.0EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA '1.'3 .10O8ICIAL SANITARISTA :ORA 3.32 '.0* **.' 1.3AKUDANTE SANITARISTA :ORA '.** '.0* 1. 1'.20AKUDANTE AL9AIL :ORA '.** 0.'3 1.* 1.PEON :ORA

.3 0.0* 0.02 0.0TOTAL 11'.2* 100.00

1Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES '1.12 .*1CASCOTE DE LADRILLO LIMPIO M *.0* 2.1' **0.0' 1.'CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1*.31 1.' 10.1ARENA GRUESA M . . 1*.2 2.1*CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' *.22 1**.0* .'EJUIPOS K :ERRAMIENTAS MENORES 1.*0 0.0MEBCLADORA(*:P) :ORA 0.*' 3.0* 1.*0 0.0MANO DE O9RA DIRECTA *.3 0.*O8ICIAL AL9AIL :ORA '.* 10.* 01. .21

AKUDANTE AL9AIL :ORA '.** '0.' 10.1 10.'1PEON :ORA .3 .'2 1.23 2.1AKUDANTE MORTERO :ORA '.** 13.0 .* .2O8ICIAL MORTERO :ORA '.* 3.0* *.*1 1.'*TOTAL 1&3. 100.00

*0Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 120.1' 1.32CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 3. .* 2.*ARENA GRUESA M . 1.3 3.0 3.CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' 10.1 '.2* 3.0:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 0.1* *.'0 0.*

ARENA MEDIANA M **.33 0.0 1.32 0.1EJUIPOS K :ERRAMIENTAS MENORES 0.** 0.0*MEBCLADORA(*:P) :ORA 0.*' 0.* 0.** 0.0*MANO DE O9RA DIRECTA .2 20.'0O8ICIAL AL9AIL :ORA '.* 11.3 3''.' 3.**AKUDANTE AL9AIL :ORA '.** . 133.** 1.2PEON :ORA .3 .1 *.* *.3AKUDANTE MORTERO :ORA '.** *.2 11.* 1.*O8ICIAL MORTERO :ORA '.* 0.* '.* 0.'TOTAL *0.1' 100.00

*1Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 11. 12.1'CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1. **3.3 3.3ARENA GRUESA M . 3.* 1.30 '.32CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' '.22 132.3 '.0'GUARDACANTO C:APA GAL>ANIBADA(*M) U *.'' *.00 3.22 1.2:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 *.31 '.3 1.*ARENA MEDIANA M **.33 1.'3 *.* 0.2EJUIPOS K :ERRAMIENTAS MENORES 0. 0.0*MEBCLADORA(*:P) :ORA 0.*' .22 0. 0.0*MANO DE O9RA DIRECTA &*10.2 21.2'O8ICIAL AL9AIL :ORA '.* 3*2.'2 *&''1. *.*'AKUDANTE AL9AIL :ORA '.** 1'.' 0.0 13.'PEON :ORA .3 *.30 '.' *.'1AKUDANTE MORTERO :ORA '.** 11.3 '.*0 1.*3

O8ICIAL MORTERO :ORA '.* .22 1.3 0.'TOTAL &**. 100.00

**Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9C

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MATERIALES 3.02 *1.'CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1.21 *.' 10.0ARENA GRUESA M . .0 10'.'3 '.*0CAL :IDRAULICA :IDRATADA EN POL>O(*3QG) 9OLSA '.3' *0.0 *.13 .1:IDRO8UGO EN PASTACERECITA(*0QG) 9IDON 1.1 *.'1 '.' 1.1

ARENA MEDIANA M **.33 1.1' *3. 1.0EJUIPOS K :ERRAMIENTAS MENORES 0.1 0.0*MEBCLADORA(*:P) :ORA 0.*' *.3' 0.1 0.0*MANO DE O9RA DIRECTA 1&30. 2.3*O8ICIAL AL9AIL :ORA '.* *1. 1&'2.3 3.2AKUDANTE AL9AIL :ORA '.** 2'. 3.23 1'.'1PEON :ORA .3 1.11 1.11 *.'AKUDANTE MORTERO :ORA '.** .1 *.11 1.*O8ICIAL MORTERO :ORA '.* *.3' 11.1 0.'TOTAL *&'2'.0 100.00

*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES

'0.*0 1.0AL8AFIA SALIGNA 1? EN 9RUTO ML . 12.* 1'3.2 3.3CAL AEREA :IDRATADA EN POL>O(*3QG) 9OLSA .3* 1*.'' 21.0 .1CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 '.23 '.' *.METAL DESPLEGADO MEDIANO(0.3?*M) :OFA .0 1*.* '2.03 1.ARENA MEDIANA M **.33 1.2 .2 1.3'LISTON SALIGNA 1?1 1/* EN 9RUTO ML 0.1 30.* 13.3* 0.ARENA 8INA M 13.'' 0. 3.0 0.*CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 1.0 3.3* 0.*LISTON SALIGNA 1?* EN 9RUTO ML 0.3* .*' .*' 0.1EJUIPOS K :ERRAMIENTAS MENORES 0.*2 0.01MEBCLADORA(*:P) :ORA 0.*' 1.1 0.*2 0.01MANO DE O9RA DIRECTA *&0'3.11 2.O8ICIAL AL9AIL :ORA '.* 0.3* 1&3.1 .*

AKUDANTE AL9AIL :ORA '.** 2.'1 1.0 1.30PEON :ORA .3 . *2. 1.1AKUDANTE MORTERO :ORA '.** .' 1'. 0.0O8ICIAL MORTERO :ORA '.* 1.1 3.3 0.**TOTAL *&'3*.32 100.00

*'Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 2'.3 2.CAL AEREA :IDRATADA EN POL>O(*3QG) 9OLSA .3* .3 '.02 '.2ARENA 8INA M 13.'' 1.1 12. 1.21CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1.* 1.11 1.2EJUIPOS K :ERRAMIENTAS MENORES 0.1 0.0*

MEBCLADORA(*:P) :ORA 0.*' 0. 0.1 0.0*MANO DE O9RA DIRECTA 1.0' 1.O8ICIAL AL9AIL :ORA '.* 1.' 2.*2 2.'PEON :ORA .3 '.02 1'.3 1.'AKUDANTE AL9AIL :ORA '.** *. 11. 1.13AKUDANTE MORTERO :ORA '.** *.00 2.' 0.2O8ICIAL MORTERO :ORA '.* 0. .02 0.0TOTAL 1&013.2 100.00

*3Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES .0 .3CAL AEREA :IDRATADA EN POL>O(*3QG) 9OLSA .3* '.31 *.'* 1.CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1.3' *0.31 1.1ARENA MEDIANA M **.33 0.1 1.10 0.1EJUIPOS K :ERRAMIENTAS MENORES 0.10 0.01MEBCLADORA(*:P) :ORA 0.*' 0.'0 0.10 0.01MANO DE O9RA DIRECTA 1&3.* .*3O8ICIAL AL9AIL :ORA '.* 1.' 1&*.* '.0PEON :ORA .3 *. .' 0.33AKUDANTE AL9AIL :ORA '.** 1. . 0.'0AKUDANTE MORTERO :ORA '.** 1.*0 3.0 0.*O8ICIAL MORTERO :ORA '.* 0.'0 1.23 0.11TOTAL 1&*.03 100.00

*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9C

MATERIALES 1&.3 .*'CERAMICA ESMALTADA P/RE>ESTIMIENTO(*0?*0) M* 1.00 1*'.00 1&1*.00 3.'MEBCLA AD:ESI>A QLAUQOL NORMAL(0QG) 9OLSA 1'. *.13 '.* 11.'2PASTINA(1QG) 9OLSA 1. *2.* .0 1.0EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00

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MANO DE O9RA DIRECTA 1&01.1 .O8ICIAL RE>ESTIMIENTO :ORA 3.32 11.11 3.' *1.AKUDANTE RE>ESTIMIENTO :ORA '.** 21.* '3.0' 11.''PEON :ORA .3 *. .2 0.AKUDANTE MORTERO :ORA '.** *.*3 .3* 0.*

TOTAL &013.'2 100.00

*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1'.1 2.*CERAMICA ESMALTADA P/PISO(*0?*0) M* 1.00 1.30 *3.30 33.1MEBCLA AD:ESI>A QLAUQOL NORMAL(0QG) 9OLSA 1'. .' 3'.'3 11.2'PASTINA(1QG) 9OLSA 1. '.'3 .12 1.'EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 1'3.3 1.2O8ICIAL SOLADO :ORA 3.32 1. '.* *0.32AKUDANTE SOLADO :ORA '.** 11.1 '.3 10.2PEON :ORA .3 0.30 1. 0.AKUDANTE MORTERO :ORA

'.** 0.3 1.30 0.TOTAL '3. 100.00

*2Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1.* '0.':IERRO ANGULO L/IGUALES(1/'?/1) TON *&*.00 0.0' 2.1 *2.'CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1.3 *0.2 .01ELECTRODO TIPO LOSARC *2(MM) QG .30 0.' .02 1.PLANC:UELA DE :IERRO(/1?1 M) U .30 0.3' 3.1 1.3*ESMALTE SINTETICO MATE(*0L) LATA 1.12 0.0* . 1.00ARENA MEDIANA M **.33 0.0 1. 0.8ONDO ANTIOIDO SINTETICO AL CROMO(*0L) LATA 13'.00 0.01 1.*2 0.28IFADOR AL AGUARRAS('L) LATA 1.0' 0.0* 0.3 0.1

AGUARRAS MINERAL(12L) LATA 32.00 0.01 0.0 0.12PINTURA ACCESORIOS M* 0.10 *.02 0.*1 0.0EJUIPOS K :ERRAMIENTAS MENORES 1.0 0.2SOLDADORA (*:P) :ORA 1.*' 0.'2 0.0 0.12CORTADORA SENSITI>A (*Q) :ORA 0. 1.'' 0.3 0.1AMOLADORA ANGULAR *.*Q :ORA 0.1 0.'2 0.13 0.0'MEBCLADORA(*:P) :ORA 0.*' 0.03 0.01 0.00MANO DE O9RA DIRECTA *00. 3.13O8ICIAL AL9AIL :ORA '.* 12.12 2'.01 *'.AKUDANTE :ERRERO :ORA '.** 2. .1 10.2*O8ICIAL :ERRERO :ORA 3.32 .02 .1 .AKUDANTE AL9AIL :ORA '.** .21 *.3 .1O8ICIAL SOLADO :ORA 3.32 1.0 3.3 1.3

AKUDANTE SOLADO :ORA '.** 1.0 '.30 1.PEON :ORA .3 0.'2 1.* 0.31AKUDANTE MORTERO :ORA '.** 0.1 0.2 0.*0O8ICIAL MORTERO :ORA '.* 0.03 0.*3 0.0TOTAL .* 100.00

*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES '. *.CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 .0 2.13 **.'ARENA MEDIANA M **.33 0.* 3.2* 1.'EJUIPOS K :ERRAMIENTAS MENORES 0.0 0.01MEBCLADORA(*:P) :ORA 0.*' 0.*' 0.0 0.01MANO DE O9RA DIRECTA 01. .0O8ICIAL AL9AIL :ORA '.* 3'. *3.00 .2*AKUDANTE AL9AIL :ORA '.** . .31 .PEON :ORA .3 1.3 '.20 1.*1AKUDANTE MORTERO :ORA '.** 0.1 *.2 0.3O8ICIAL MORTERO :ORA '.* 0.*' 1.0 0.*TOTAL .'1 100.00

0Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES &3*.2 20.31PARJUET EUCALIPTUS 1; M* *.00 1.00 1&.00 .'PORCELANATO PULIDO(0?0) M* *.00 .00 *.00 *1.2PULIDOPLASTI8ICADO PARJUET(Ma+r"a!s) M* '.* 1.00 *.3* 3.1

AD:ESI>O P/PARJUET(*3QG) LATA 102.00 *.2 *3. 3.BOCALO PINO PARANA (/'?) ML *.'* '.00 1.02 '.01MEBCLA AD:ESI>A QLAUQOL NORMAL(0QG) 9OLSA 1'. .2 . *.*'CLA>O ACERO DULCE PUNTA PARIS(1.3 QG) PAJ .'3 1.** '3.0 1.0*PASTINA(1QG) 9OLSA 1. '.2 . 0.13

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EJUIPOS K :ERRAMIENTAS MENORES '1.'* 0.PULIDORA(* :P) :ORA 1.0 2.2* '1.'* 0.MANO DE O9RA DIRECTA 2*2.*' 12.3O8ICIAL SOLADO :ORA 3.32 *.1 '. .O8ICIAL PULIDOR :ORA 3.32 32.* *'.1 .*2

AKUDANTE SOLADO :ORA '.** '.0* 1'.3 .**PEON :ORA .3 *.2 10.*' 0.*AKUDANTE MORTERO :ORA '.** 0.3 *.3 0.0TOTAL '&'*.3* 100.00

1Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1&*.1 31.11CA9LE *.3 MM* PLASTICO UNIPOLAR?100M ROLLO *.1 11. 11.0 11.3C:APA PLASTICA U *.10 *.00 1.*0 .*0INTERRUPTOR TERMOMAGNETICO 9P(10a*3)A U *.00 .00 1*.00 .13INTERRUPTOR DI8ERENCIAL 9P('0A) U 102.00 1.00 102.00 '.0*CA9LE 1.3 MM* PLASTICO UNIPOLAR?100M ROLLO 1.3* .' 0.1 *.*PORTERO ELECTRICO U

30.00 1.00 30.00 1.2LAMPARAS U 1.13 '*.30 '2.22 1.2*CA9LE 1 MM* PLASTICO UNIPOLAR?100M ROLLO 1.3 .' '2.* 1.20SOPORTE STANDARD U 0.31 *.00 '.* 1.3PORTALAMPARAS U 0. '*.30 '0.20 1.3*MODULO T> U .0 3.00 .30 1.*3TOMA 10 A#, U 0. '*.30 *.0 1.*0PUNTO 10 A#, U 0. '*.30 *.0 1.*0FA9ALINA 1/*?1.3M U *.00 1.00 *.00 0.2CAO P>C 8LEI9LE RE8ORBADO /'(Naraja) ML 0.*2 1.2 *0.11 0.3CA9LE COAIL 3 OMS M 0. *.3 1. 0.*CEMENTO PORTLANDN(30QG) L.NEGRA 9OLSA 1.0 1. 12.3 0.CA9LE *?MM*?100M ROLLO '. 0.1 12.00 0.CA9LE MM* PLASTICO UNIPOLAR?100M ROLLO 1.30 0.* 1.2' 0.

CAO ACERO SEMIPESADO /' ML 1.'0 10.00 1'.00 0.3*MODULO TE U .20 *.00 .0 0.*2CONECTOR /' U 0.' 12.00 .1* 0.*CAFA METALICA RECTANGULAR 3?10 U 0.'* 1.30 3. 0.*1CA9LE PORTERO ELECTRICO ' PARES M 0.' 11.' 3.3* 0.*1TORNILLOS P/CAFA /1 ? 3/2 (100-"4.) CAFA 1.2 *.03 .3 0.1'C:APA CIEGA U 0.3* .00 .' 0.1'ARENA MEDIANA M **.33 0.1 .1 0.1>OLJUETE 3 M M 10.00 0.3 .'2 0.1EMPALME RECTO /' U 0.* .00 *.' 0.0CA9LE TE 1 PAR M 0.13 11.' 1. 0.0EJUIPOS K :ERRAMIENTAS MENORES 0.0* 0.00MEBCLADORA(*:P) :ORA 0.*' 0.10 0.0* 0.00

MANO DE O9RA DIRECTA 1&1*. '2.2O8ICIAL ELECTRICISTA :ORA 3.32 1*.31 2.1 *3.AKUDANTE ELECTRICISTA :ORA '.** 1*.31 3*1.' 1.'AKUDANTE :ORA '.** 1. 2'.1 .1'O8ICIAL AL9AIL :ORA '.* 1. . 0.*PEON :ORA .3 1.1 .11 0.*AKUDANTE AL9AIL :ORA '.** 0.'1 1.' 0.0AKUDANTE MORTERO :ORA '.** 0.0 1.* 0.03O8ICIAL MORTERO :ORA '.* 0.10 0.' 0.0*TOTAL *&2'.31 100.00

*Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES *'.12 '.2TU9O DE :IERRO CUADRADO(30?*## M) U .2 1.0 0.* 11.32TU9O DE :IERRO RECTANANGULAR(30?0?*## M) U 0.00 *.00 0.00 11.3ELECTRODO TIPO LOSARC *2(MM) QG .30 '. '3.1 2.2PLANC:UELA DE :IERRO(/1?11/* M) U 1'.02 *.1 2.1 .9ROCA A.C/9ULON K ARANDELA PLANA(3/1) U 1. .0 12.1 .:IERRO REDONDO LISO AL**/U30030* 10MM TON 1&13.00 0.01 13.2 .03ESMALTE SINTETICO MATE(*0L) LATA 1.12 0.0' 3.3 1.138ONDO ANTIOIDO SINTETICO AL CROMO(*0L) LATA 13'.00 0.01 *.*3 0.'8IFADOR AL AGUARRAS('L) LATA 1.0' 0.0' 1.1 0.**AGUARRAS MINERAL(12L) LATA 32.00 0.0* 1.0 0.*0PINTURA ACCESORIOS M* 0.10 .3 0. 0.0EJUIPOS K :ERRAMIENTAS MENORES .2 1.*SOLDADORA (*:P) :ORA 1.*' .0 '.'2 0.2

AMOLADORA ANGULAR *.*Q :ORA 0.1 .0 1.1 0.**CORTADORA SENSITI>A (*Q) :ORA 0. *.' 0.2 0.1TALADRO PERCUTOR (0.Q) :ORA 0.*1 1.3 0.'* 0.02MANO DE O9RA DIRECTA *'.'3 30.21O8ICIAL :ERRERO :ORA 3.32 *'.2 1.2 *.2

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AKUDANTE :ERRERO :ORA '.** *.* 1*3.0 *'.0PEON :ORA .3 0.00 0.00 0.00TOTAL 3*0.3* 100.00

Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES *32.00 3.QIT :ERRAFE PUERTA INTERIOR U 1*.00 10.00 1*0.00 *.0QIT :ERRAFE PUERTA PLACARD U 2.00 10.00 20.00 12.'0QIT :ERRAFE PUERTA ENTRADA U *.00 *.00 32.00 1.'EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 1.2 '0.O8ICIAL CARPINTERO :ORA 3.32 1. 1.0 '0.'PEON :ORA .3 0.0' 0.1 0.0TOTAL ''.2 100.00

'Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES

2'3.0* 2'.>IDRIO 8LOAT INCOLORO ' MM M* .00 *.00 2*2.00 2*.MASILLA AL ACEITE (*0QG) LATA '.00 0.* 1.0* 1.0EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 13.3 13.O8ICIAL >IDRIERO :ORA '.* 1.'* 20.30 2.0'AKUDANTE >IDRIERO :ORA '.** 1.'* .3 .3PEON :ORA .3 0. *.' 0.*3TOTAL 1&001.33 100.00

3Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1&3**.'1 '.*'PINTURA LATE INTERIOR(*0L) LATA 113.12 '. 3'2.* 13.3

PINTURA ACCESORIOS M* 0.10 *&01. *0.*0 3.ESMALTE SINTETICO MATE(*0L) LATA 1.12 1.*' 12. '.8IFADOR AL AGUA('L) LATA 1*.1 1.00 10.0 '.33PINTURA LATE CIELORRASO(*0L) LATA 2.3 1.'2 1'3.3* '.1PINTURA EPOI ALTO TRANSITO(*L) LATA 100.00 1.1 11.00 .*8IFADOR AL AGUARRAS('L) LATA 1.0' *.32 20.1* *.*28ONDO 9LANCO PARA MADERA(*0L) LATA 10.3' 0.* .2 1.02AGUARRAS MINERAL(12L) LATA 32.00 0.3* *. 0.238ONDO ANTIOIDO SINTETICO AL CROMO(*0L) LATA 13'.00 0.12 *.2 0.ACIDO MURIATICO(3L) LATA 2.'* 0.'0 . 0.10DILUKENTE P/PINTURA EPOI(1L) LATA 1'.03 0.0 1.01 0.0EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 1&2. 3.

O8ICIAL PINTOR :ORA '.* .3 1&32.22 ''.3AKUDANTE PINTOR :ORA '.** 101.' '*2.*3 1*.1PEON :ORA .3 0.3 1.* 0.0'TOTAL &3*0.20 100.00

Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 1&12.3 33.PINTURA EPOI ALTO TRANSITO(*L) LATA 100.00 .*3 *3.00 '.*PINTURA LATE ACRILICO ETERIOR(*0L) LATA 10.00 *.2 *3. 1.0*PINTURA ACCESORIOS M* 0.10 21.00 21.0 .28IFADOR AL AGUA('L) LATA 1*.1 3.32 2. .*'ACIDO MURIATICO(3L) LATA 2.'* *.30 *1.03 0.DILUKENTE P/PINTURA EPOI(1L) LATA 1'.03 0.'3 .* 0.0EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA .2 ''.1O8ICIAL PINTOR :ORA '.* 13.2 . '.AKUDANTE PINTOR :ORA '.** '.1 *01.0 .30PEON :ORA .3 0.1' 0.31 0.0*TOTAL *&11.'* 100.00

Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES &1'.0* 0.119AERA U *3.00 *.00 30.00 1'.GRI8ERIA LA>ATORIO U 2.00 '.00 3.00 10.119OTIJUIN A;I;( C-r,os) U 102.00 .00 *'.00 .*0

GRI8ERIA 9IDET U 2.00 .00 *'.00 2.3INODORO U *.00 '.00 *22.00 2.12DEPOSITO INODORO APOKAR U 2.00 '.00 **.00 .*ASIENTO INODORO U '3.00 '.00 120.00 3.119IDET U 3.00 .00 1.00 3.0*

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RECEPTACULO DUC:A(0.20?0.20) U 133.00 1.00 133.00 '.'0LA>ATORIO U .00 '.00 1''.00 '.0ACCESORIO AD:ESI>O U .00 *0.00 1'0.00 .GRI8ERIA COCINA MESADA U 2.00 1.00 2.00 *.3COLUMNA LA>ATORIO U *1.00 '.00 2'.00 *.2

PILETA LA>AR U 2'.00 1.00 2'.00 *.2ESPEFO CLARO 3MM M* .00 1.03 .20 *.*TIRA AUTOAD:ESI>A (100M) ROLLO 1.00 0.0* 1.** 0.0EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA '2.' .2O8ICIAL SANITARISTA :ORA 3.32 '.23 1'.'3 3.3*AKUDANTE SANITARISTA :ORA '.** '.23 1'.1' '.12PEON :ORA .3 0. *.2* 0.02O8ICIAL >IDRIERO :ORA '.* 0.'3 *.10 0.0AKUDANTE >IDRIERO :ORA '.** 0.'3 1.* 0.03TOTAL &3**.'3 100.00

2Dsr"," U"4a4

  P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES *&1'.2 .3'CALE8ACTOR GAS NATURAL T9 000 CAL U *3.00 .00 1&30.00 *.*0COCINA ' :ORNALLAS :ORNO >ISOR U 3*1.00 1.00 3*1.00 *.8LEI9LE ALUMINIO TRENSADO P/GAS U 3.* .00 .2* 1.TE8LON(*0#) U 1.* 0.0' 0.0' 0.00EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 3'.*0 *.'O8ICIAL GASISTA :ORA 3.32 3.0 *.3 1.'AKUDANTE GASISTA :ORA '.** 3.0 **. 1.0*PEON :ORA .3 0.* *.** 0.10TOTAL *&*0*.0 100.00

Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES &**0.00 .*ALACENA 1*2?3?3(*P-r+as) U 2.00 *.00 2.00 *.'9AFO PILETA C/CAFONERA 1*0?0?32(*P-r+as) U '2.00 1.00 '2.00 13.0'9AFO MESADA 20?0?32(*P-r+as) U .00 1.00 .00 10.0MESADA DE CARRARA M* 13.00 *.00 1'.00 .'2MESADA GRANITICA(3 9aas) U *21.00 1.00 *21.00 2.'9AFO MESADA RINCON 0?0??32(*P-r+as) U *2.00 1.00 *2.00 .1ALACENA S/ETRACTOR 0?30?3(1P-r+a) U 12.00 1.00 12.00 3.3ALACENA RINCONERA 0?0?3?3(*P-r+as) U 12.00 1.00 12.00 3.3PURI8ICADOR U 12.00 1.00 12.00 3.8RENTE PLACARD C/9AULERA 1*3?*' PINO U 10.00 1.00 10.00 3.1MESADA BOCALO MARMOL M 1.00 '.00 '.00 1.

EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA 1.' *.O8ICIAL CARPINTERO :ORA 3.32 .0 30. 1.3AKUDANTE CARPINTERO :ORA '.** .0 2.2 1.1PEON :ORA .3 0. *.* 0.02TOTAL &11.' 100.00

'0Dsr"," U"4a4   P.U"+ar"o Ca+"4a4 Par"a! A9CMATERIALES 2'.00 2.*INTERIOR PLACARD(Es+a+s Cajora) M* *'.00 1.00 2'.00 2.*EJUIPOS K :ERRAMIENTAS MENORES 0.00 0.00MANO DE O9RA DIRECTA ''.' 10.2O8ICIAL CARPINTERO :ORA 3.32 '. *'.3 3.2AKUDANTE CARPINTERO :ORA '.** '. 12.'* '.0PEON :ORA .3 0.' 1. 0.'0TOTAL '*2.' 100.00