ppto acu montaje torre-rev.1-monto rebajado

Upload: franciscotinco

Post on 27-Feb-2018

225 views

Category:

Documents


0 download

TRANSCRIPT

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    1/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 1 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    P%&(%)

    PT1/2*1/8 Pla!"a 1/8# x 1/2# x 20$ A%&6 'l. 1.00 0.&0 0.&0 1.01 0.&0 9.48 0.0& 9.40 0.&0PT&/4*1/8 Pla!"a 1/8# x &/4# x 20$ A%&6 'l. 1.00 0.4& 0.4( 0.94 0.4& 9.(6 0.04 10.16 0.4(PT1*1/8 Pla!"a 1/8# x 1# x 20$ A%&6 'l. 1.00 0.(( 0.60 0.92 0.(( 9.(9 0.06 10.44 0.60PT1)1/2*1/8 Pla!"a 1/8# x 1.1/2# x 20$ A%&6 'l. 1.00 0.(9 0.9& 0.64 0.(9 7.1( 0.08 11.2& 0.9&PT2*1/8 Pla!"a 1/8# x 2# x 20$ A%&6 'l. 1.00 0.96 1.19 0.80 0.96 8.86 0.11 11.0& 1.19PT1*&/16 Pla!"a &/16# x 1# x 20$ A%&6 'l. 1.00 0.(6 0.90 0.62 0.(6 9.27 0.06 14.9& 0.90PT1)1/4*&/16 Pla!"a &/16# x 1)1/4# x 20$ A%&6 'l. 1.00 0.89 1.1( 0.78 0.89 12.22 0.07 1(.74 1.1(PT1)1/2*&/16 Pla!"a &/16# x 1.1/2# x 20$ A%&6 'l. 1.00 0.8& 1.&& 0.62 0.8& 9.70 0.09 1(.(( 1.&&PT2*&/16 Pla!"a &/16# x 2# x 20$ A%&6 'l. 1.00 1.41 1.81 0.78 1.41 12.68 0.11 16.&0 1.81PT2)1/2*&/16 Pla!"a &/16# x 2.1/2# x 20$ A%&6 'l. 1.00 1.8( 2.&8 0.78 1.8( 1&.(7 0.14 17.44 2.&8PT1*1/4 Pla!"a 1/4# x 1# x 20$ A%&6 'l. 1.00 0.6( 1.19 0.(( 0.6( 10.28 0.06 18.77 1.19PT1)1/2*1/4 Pla!"a 1/4# x 1.1/2# x 20$ A%&6 'l. 1.00 0.98 1.81 0.(4 0.98 11.04 0.09 20.&8 1.81PT2*1/4 Pla!"a 1/4# x 2# x 20$ A%&6 'l. 1.00 1.62 2.&8 0.68 1.62 14.14 0.11 20.8& 2.&8PT2)1/2*1/4 Pla!"a 1/4# x 2.1/2# x 20$ A%&6 'l. 1.00 2.06 &.0& 0.68 2.06 14.72 0.14 21.69 &.0&PT&*1/4 Pla!"a 1/4# x x 20$ A%&6 'l. 1.00 2.46 &.62 0.68 2.46 14.89 0.17 21.9( &.62PT4*&/16 Pla!"a &/16# x 4# x 20$ A%&6 'l. 1.00 &.4( &.80 0.91 &.4( 16.20 0.21 17.86 &.80PT4*1/4 Pla!"a 1/4# x 4# x 20$ A%&6 'l. 1.00 &.4( (.07 0.68 &.4( 1(.96 0.22 2&.46 (.07PT6*1/4 Pla!"a 1/4# x 6# x 20$ A%&6 'l. 1.00 (.24 7.60 0.69 (.24 16.(2 0.&2 2&.94 7.60PT1)1/4*&/8 Pla!"a &/8# x 1.1/4# x 20$ A%&6 'l. 1.00 1.(6 2.2( 0.69 1.(6 18.84 0.08 27.28 2.2(PT1)1/2*&/8 Pla!"a &/8# x 1.1/2# x 20$ A%&6 'l. 1.00 1.86 2.69 0.69 1.86 22.48 0.08 &2.(7 2.69PT2)1/2*&/8 Pla!"a &/8# x 2.1/2# x 20$ A%&6 'l. 1.00 &.22 4.7( 0.68 &.22 22.0( 0.1( &2.(4 4.7(PT&*&/8 Pla!"a &/8# x x 20$ A%&6 'l. 1.00 &.9( (.71 0.69 &.9( 2&.07 0.17 &&.28 (.71PT4*&/8 Pla!"a &/8# x 4# x 20$ A%&6 'l. 1.00 (.2& 7.60 0.69 (.2& 2&.(1 0.22 &4.19 7.60PT6*1/2 Pla!"a 1/2# x 6# x 20$ A%&6 'l. 1.00 10.49 1(.20 0.69 10.49 &1.76 0.&& 46.0& 1(.20

    PT2)1/2*&/8 SS&16 Pla!"a &/8# x 2.1/2# x 20$ SS&16 'l. 1.00 16.64 4.7( &.(0 16.64 +,I-/0 0.00 +,I-/0 4.7(PT4*1/4 SS&16 Pla!"a 1/4# x 4# x 20$ SS&16 'l. 1.00 17.7& (.07 &.(0 17.7& +,I-/0 0.00 +,I-/0 (.07

    A(!*+)

    A&/4*1/8 A"glo &/4# x &/4# x 1/8# x 20$ A%&6 'l. 1.00 0.(7 0.8( 0.67 0.(7 6.86 0.08 10.20 0.8(A1*1/8 A"glo 1# x 1# x 1/8# x 20$ A%&6 'l. 1.00 0.7& 1.1( 0.6& 0.7& 6.(1 0.11 10.29 1.1(A1*&/16 A"glo 1# x 1# x &/16# x 20$ A%&6 'l. 1.00 1.08 1.67 0.6( 1.08 9.64 0.11 14.91 1.67A1*1/4 A"glo 1# x 1# x 1/4# x 20$ A%&6 'l. 1.00 1.42 2.19 0.6( 1.42 12.69 0.11 19.62 2.19A1)1/4*&/16 A"glo 1 1/4# x 1 1/4# x &/16# x 20$ A%&6 'l. 1.00 1.&8 2.14 0.6( 1.&8 9.89 0.14 1(.&0 2.14A1)1/2*1/8 A"glo 1 1/2# x 1 1/2# x 1/8# x 20$ A%&6 'l. 1.00 1.14 1.7( 0.6( 1.14 6.82 0.17 10.46 1.7(A1)1/2*&/16 A"glo 1 1/2# x 1 1/2# x &/16# x 20$ A%&6 'l. 1.00 1.69 2.60 0.6( 1.69 10.07 0.17 1(.(& 2.60A2*1/8 A"glo 2# x 2# x 1/8# x 20$ A%&6 'l. 1.00 1.74 2.4( 0.71 1.74 7.77 0.22 10.97 2.4(A2*&/16 A"glo 2# x 2# x &/16# x 20$ A%&6 'l. 1.00 2.41 &.62 0.66 2.41 10.76 0.22 16.21 &.62

    A2*1/4 A"glo 2# x 2# x 1/4# x 20$ A%&6 'l. 1.00 2.97 4.6& 0.64 2.97 1&.&0 0.22 20.71 4.6&A2)1/2*&/16 A"glo 2 1/2# x &/16# x 20$ A%&6 'l. 1.00 2.90 4.(0 0.64 2.90 10.&6 0.28 16.12 4.(0A2)1/2*1/4 A"glo 2 1/2# x 1/4# x 20$ A%&6 'l. 1.00 &.82 (.9( 0.64 &.82 1&.68 0.28 21.&0 (.9(A2)1/2*&/8 A"glo 2 1/2# x &/8# x 20$ A%&6 'l. 1.00 (.6& 8.78 0.64 (.6& 20.16 0.28 &1.41 8.78A&*&/16 A"glo x x &/16# x 20$ A%&6 'l. 1.00 &.84 (.(& 0.69 &.84 11.46 0.&4 16.(0 (.(&A&*1/4 A"glo x x 1/4# x 20$ A%&6 'l. 1.00 4.6( 7.2( 0.64 4.6( 1&.88 0.&4 21.61 7.2(A&*(/16 A"glo x x (/16# x 20$ A%&6 'l. 1.00 (.7& 8.77 0.6( (.7& 17.08 0.&4 26.16 8.77A&*&/8 A"glo x x &/8# x 20$ A%&6 'l. 1.00 6.69 10.42 0.64 6.69 19.9( 0.&4 &1.07 10.42A4*1/4 A"glo 4# x 4# x 1/4# x 20$ A%&6 'l. 1.00 6.69 9.84 0.68 6.69 14.96 0.4( 22.02 9.84A4*(/16 A"glo 4# x 4# x (/16# x 20$ A%&6 'l. 1.00 10.10 12.2& 0.8& 10.10 22.60 0.4( 27.&( 12.2&A4*&/8 A"glo 4# x 4# x &/8# x 20$ A%&6 'l. 1.00 10.(1 14.61 0.72 10.(1 2&.(1 0.4( &2.69 14.61

    A4*1/2 A"glo 4# x 4# x 1/2# x 20$ A%&6 'l. 1.00 1(.27 19.09 0.80 1(.27 &4.16 0.4( 42.70 19.09A(*&*1/4 A"glo (# x x 1/4# x 20$ A%&6 'l. 1.00 7.87 9.8& 0.80 7.87 14.08 0.(6 17.60 9.8&

    A(*&/8 A"glo (# x (# x &/8# x 20$ A%&6 'l. 1.00 14.66 18.&& 0.80 14.66 26.24 0.(6 &2.80 18.&&A(*1/2 A"glo (# x (# x 1/2# x 20$ A%&6 'l. 1.00 19.&1 24.14 0.80 19.&1 &4.(6 0.(6 4&.20 24.14A(*(/8 A"glo (# x (# x (/8# x 20$ A%&6 'l. 1.00 2&.84 29.80 0.80 2&.84 42.66 0.(6 (&.&& 29.80

    A6*&/8 A"glo 6# x 6# x &/8# x 20$ A%&6 'l. 1.00 17.76 22.20 0.80 17.76 26.49 0.67 &&.11 22.20

    A6*1/2 A"glo 6# x 6# x 1/2# x 20$ A%&6 'l. 1.00 2&.72 29.6( 0.80 2&.72 &(.&7 0.67 44.22 29.6(A6*(/8 A"glo 6# x 6# x (/8# x 20$ A%&6 'l. 1.00 28.8( &6.06 0.80 28.8( 4&.02 0.67 (&.77 &6.06

    A&*1/4 SS&16 A"glo x x 1/4# x 20$ SS&16 'l. 1.00 2(.&6 7.2( &.(0 2(.&6 +,I-/0 0.00 +,I-/0 7.2(

    P,-,) TEE

    T&/4*1/8 T 1/8# x &/4# x 20$ A%&6 'l. 1.00 0.61 0.88 0.70 0.61 7.&1 0.08 10.46 0.88T1*1/8 T 1/8# x 1# x 20$ A%&6 'l. 1.00 0.82 1.19 0.69 0.82 7.&6 0.11 10.6( 1.19

    T1)1/2*1/8 T 1/8# x 1.1/2# x 20$ A%&6 'l. 1.00 1.7& 1.98 0.87 1.7& 10.&( 0.17 11.8& 1.98T2*1/8 T 1/8# x 2# x 20$ A%&6 'l. 1.00 2.08 2.&9 0.87 2.08 9.29 0.22 10.68 2.&9T1)1/2*&/16 T &/16# x 1.1/2# x 20$ A%&6 'l. 1.00 2.4& 2.78 0.87 2.4& 14.47 0.17 16.(7 2.78

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    2/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 2 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    T2*&/16 T &/16# x 2# x 20$ A%&6 'l. 1.00 &.11 &.(8 0.87 &.11 1&.9& 0.22 16.01 &.(8T2*1/4 T 1/4# x 2# x 20$ A%&6 'l. 1.00 4.16 4.76 0.87 4.16 18.62 0.22 21.&0 4.76

    P,-,) C

    C&*4)1 Ca"al C & x 4)1+ x 20$ A%&6 'l. 1.00 (.&8 6.11 0.88 (.&8 16.(& 0.&& 18.78 6.11C4*()4 Ca"al C 4 x (.4+ x 20$ A%&6 'l. 1.00 7.08 8.0( 0.88 7.08 17.68 0.40 20.09 8.0(C6*8)2 Ca"al C 6 x 8)2+ x 20$ A%&6 'l. 1.00 10.7( 12.22 0.88 10.7( 19.(( 0.(( 22.22 12.22C6*10)( Ca"al C 6 x 10.(+ x 20$ A%&6 'l. 1.00 1&.77 1(.6( 0.88 1&.77 24.47 0.(6 27.81 1(.6(C6*1& Ca"al C 6 x 1&+ x 20$ A%&6 'l. 1.00 17.0( 19.&7 0.88 17.0( 29.(8 0.(8 &&.61 19.&7C8*11)( P!l C 8x11.(+ x 203 A%&6 'l. 1.00 14.(6 17.14 0.8( 14.(6 20.82 0.70 24.49 17.14C8*18)7( P!l C 8x18.7( x 203 A%&6 'l. 1.00 2&.76 27.9( 0.8( 2&.76 &2.(7 0.7& &8.&2 27.9(C9*20 Ca"al C 9 x 20+ x 20$ A%&6 'l. 1.00 26.22 29.80 0.88 26.22 &2.8& 0.80 &7.&0 29.80C10*1()& Ca"al C 10# x 1()&+ x &0$ A%&6 'l. 1.00 20.06 22.80 0.88 20.06 2&.62 0.8( 26.84 22.80C10*20 Ca"al C 10# x 20)0+ x &0$ A%&6 'l. 1.00 26.22 29.80 0.88 26.22 &0.&2 0.86 &4.4( 29.80C10*&0 Ca"al C 10# x &0)0+ x &0$ A%&6 'l. 1.00 &9.&4 44.70 0.88 &9.&4 4&.82 0.90 49.79 44.70C12*2( Ca"al C 12# x 2(+ x &0$ A%&6 'l. 1.00 &2.78 &7.2( 0.88 &2.78 &2.42 1.01 &6.84 &7.2(C1(*&&.9 Ca"al C 1(# x &&.9+ x &0$ A%&6 'l. 1.00 44.4( (0.(1 0.88 44.4( &6.49 1.22 41.46 (0.(1C6*8)2 SS&16 Ca"al C 6 x 8)2+ x 20$ SS&16 'l. 1.00 42.76 12.22 &.(0 42.76 +,I-/0 0.00 +,I-/0 12.22

    P,-,) MC

    MC&*4)1 Ca"al C & x 4)1+ x 20$ A%&6 'l. 1.00 (.&8 6.11 0.88 (.&8 16.(& 0.&& 18.78 6.11MC4*()4 Ca"al C 4 x (.4+ x 20$ A%&6 'l. 1.00 7.08 8.0( 0.88 7.08 17.68 0.40 20.09 8.0(MC6*8)2 Ca"al C 6 x 8)2+ x 20$ A%&6 'l. 1.00 10.7( 12.22 0.88 10.7( 19.(( 0.(( 22.22 12.22MC8*8)( P!l C 8x8.(+ x 203 A%&6 'l. 1.00 10.77 12.67 0.8( 10.77 1(.&9 0.70 18.10 12.67

    V!%) S A36

    S10*2()4 -!ga S 10 x 2(.4+ x 20$ A%&6 'l. 1.00 40.00 &7.78 1.06 40.00 &7.0( 1.08 &4.99 &7.78

    V!%) IPN A36

    IPN120 -!ga IPN 120 x 11)2 g/' x 20$ A%&6 'l. 1.00 8.&0 11.20 0.74 8.&0 1(.99 0.(2 21.(7 11.20IPN&00 -!ga IPN &00 x (4)2 g/' x 20$ A%&6 'l. 1.00 40.00 (4.20 0.74 40.00 &&.06 1.21 44.79 (4.20

    V!%) / A36

    H4*1& -!ga H 4 x 1&+ x &0$ A%&6 'l. 1.00 17.0( 19.&7 0.88 17.0( 27.&2 0.62 &1.0( 19.&7H6*9 -!ga H 6 x 9+ x &0$ A%&6 'l. 1.00 11.80 1&.41 0.88 11.80 16.(6 0.71 18.82 1&.41H6*12 -!ga H 6 x 12+ x &0$ A%&6 'l. 1.00 1(.7& 17.88 0.88 1(.7& 22.08 0.71 2(.09 17.88H6*1( -!ga H 6 x 1(+ x &0$ A%&6 'l. 1.00 19.67 22.&( 0.88 19.67 21.(( 0.91 24.48 22.&(H6*16 -!ga H 6 x 16+ x &0$ A%&6 'l. 1.00 20.98 2&.84 0.88 20.98 28.80 0.7& &2.7& 2&.84H6*20 -!ga H 6 x 20+ x &0$ A%&6 'l. 1.00 26.22 29.80 0.88 26.22 28.&0 0.9& &2.16 29.80

    H8*10 -!ga H 8 x 10+ x &0$ A%&6 'l. 1.00 1&.11 14.90 0.88 1&.11 16.&7 0.80 18.60 14.90H8*1( -!ga H 8 x 1(+ x &0$ A%&6 'l. 1.00 19.67 22.&( 0.88 19.67 20.77 0.9( 2&.60 22.&(H8*18 -!ga H 8 x 18+ x &0$ A%&6 'l. 1.00 2&.60 26.82 0.88 2&.60 24.92 0.9( 28.&2 26.82H8*21 -!ga H 8 x 21+ x &0$ A%&6 'l. 1.00 27.(4 &1.29 0.88 27.(4 28.80 0.96 &2.7& &1.29H8*24 -!ga H 8 x 24+ x &0$ A%&6 'l. 1.00 &1.47 &(.76 0.88 &1.47 &&.2& 0.9( &7.76 &(.76H8*28 -!ga H 8 x 28+ x &0$ A%&6 'l. 1.00 &6.71 41.72 0.88 &6.71 &4.20 1.07 &8.87 41.72H8*&1 -!ga H 8 x &1+ x &0$ A%&6 'l. 1.00 40.6( 46.19 0.88 40.6( &&.&( 1.22 &7.90 46.19H8*&( -!ga H 8 x &(+ x &0$ A%&6 'l. 1.00 4(.89 (2.1( 0.88 4(.89 &7.&8 1.2& 42.48 (2.1(H10*19 -!ga H 10 x 19+ x &0$ A%&6 'l. 1.00 24.91 28.&1 0.88 24.91 26.8& 0.9& &0.49 28.&1H10*22 -!ga H 10 x 22+ x &0$ A%&6 'l. 1.00 28.8( &2.78 0.88 28.8( 26.20 1.10 29.78 &2.78H10*29 -!ga H 10 x 29+ x &0$ A%&6 'l. 1.00 &9.&4 44.70 0.88 &9.&4 &(.0( 1.12 &9.8& 44.70H10*&& -!ga H 10 x &&+ x &0$ A%&6 'l. 1.00 4&.27 49.17 0.88 4&.27 &8.(6 1.12 4&.82 49.17H10*49 -!ga H 10 x 49+ x &0$ A%&6 'l. 1.00 64.2( 7&.01 0.88 64.2( 42.16 1.(2 47.91 7&.01

    H12*22 -!ga H 12 x 22+ x &0$ A%&6 'l. 1.00 28.8( &2.78 0.88 28.8( 27.88 1.0& &1.68 &2.78H12*26 -!ga H 12 x 26+ x &0$ A%&6 'l. 1.00 &4.09 &8.74 0.88 &4.09 26.6& 1.28 &0.26 &8.74H12*40 -!ga H 12 x 40+ x &0$ A%&6 'l. 1.00 (2.4( (9.60 0.88 (2.4( &6.94 1.42 41.98 (9.60H12*(0 -!ga H 12 x (0+ x &0$ A%&6 'l. 1.00 6(.(6 74.(0 0.88 6(.(6 4(.(2 1.44 (1.7& 74.(0H12*106 -!ga H 12 x 106+ x &0$ A%&6 'l. 1.00 1(0.04 1(7.94 0.9( 1(0.04 79.12 1.90 8&.29 1(7.94H14*61 -!ga H 14 x 61+ x &0$ A%&6 'l. 1.00 86.&( 90.89 0.9( 86.&( 49.99 1.7& (2.62 90.89H14*68 -!ga H 14 x 68+ x &0$ A%&6 'l. 1.00 96.2( 101.&2 0.9( 96.2( ((.7& 1.7& (8.66 101.&2H18*40 -!ga H 18 x 40+ x &0$ A%&6 'l. 1.00 (6.62 (9.60 0.9( (6.62 &7.24 1.(2 &9.20 (9.60H21*(7 -!ga H 21 x (7+ x &0$ A%&6 'l. 1.00 80.68 84.9& 0.9( 80.68 42.9& 1.88 4(.19 84.9&H24*68 -!ga H 24 x 68+ x &0$ A%&6 'l. 1.00 96.2( 101.&2 0.9( 96.2( 4(.48 2.12 47.88 101.&2H&0*108 -!ga H &0 x 108+ x &0$ A%&6 'l. 1.00 1(2.87 160.92 0.9( 1(2.87 (9.01 2.(9 62.11 160.92

    V!% T

    5T4*8 5T 4 x 8+ x 20$ A%&6 'l. 1.00 11.&2 11.92 0.9( 11.&2 2&.92 0.47 2(.18 11.925T7*&4 5T 7 x &4+ x 20$ A%&6 'l. 1.00 48.1& (0.66 0.9( 48.1& ((.7& 0.86 (8.66 (0.665T9*2( 5T 9 x 2(+ x 20$ A%&6 'l. 1.00 &(.&9 &7.2( 0.9( &(.&9 42.2& 0.84 44.4( &7.2(5T9*&0 5T 9 x &0+ x 20$ A%&6 'l. 1.00 42.47 44.70 0.9( 42.47 (0.49 0.84 (&.1( 44.70

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    3/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. & 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    R, CRANE A.S.C.E

    RC& 1/2*40 R!l Ca" & 1/2# x 40 /. x 20$ A%&6 'l. 1.00 29.82 19.88 1.(0 29.82 81.11 0.&7 (4.07 19.88RC4 1/4*60 R!l Ca" 4 1/4# x 60 /. x 20$ A%&6 'l. 1.00 44.7& 29.82 1.(0 44.7& 99.6& 0.4( 66.42 29.82RC( &/16*8( R!l Ca" ( &/16# x 8( /. x 20$ A%&6 'l. 1.00 19.01 42.2( 0.4( 19.01 &(.24 0.(4 78.&1 42.2(RC(*104 R!l Ca" (# x 104 /. x 20$ A%&6 'l. 1.00 77.(& (1.69 1.(0 77.(& 148.90 0.(2 99.27 (1.69RC( &/16*10( R!l Ca" ( &/16# x 10( /. x 20$ A%&6 'l. 1.00 78.28 (2.19 1.(0 78.28 14(.11 0.(4 96.74 (2.19RC( &/4*1&( R!l Ca" ( &/4# x 1&( /. x 20$ A%&6 'l. 1.00 100.64 67.10 1.(0 100.64 164.16 0.61 109.44 67.10RC6*171 R!l Ca" 6# x 171 /. x 20$ A%&6 'l. 1.00 127.48 84.99 1.(0 127.48 19&.78 0.66 129.19 84.99RC6*17( R!l Ca" 6# x 17( /. x 20$ A%&6 'l. 1.00 1&0.46 86.98 1.(0 1&0.46 198.70 0.66 1&2.46 86.98R40 R!l o!" 40/. x 20# A%&6 :/ :!l; < P"os Pa 1.00 11.&6 4.(( 2.(0 11.&6 86.09 0.1& &4.44 4.((R60 R!l o!" 60/. x 24# A%&6 :/ :!l; < P"os Pa 1.00 &2.16 12.86 2.(0 &2.16 162.77 0.20 6(.11 12.86R8( R!l o!" 8(/. x 24# A%&6 :/ :!l; < P"os Pa 1.00 20.74 8.&0 2.(0 20.74 88.88 0.2& &(.(( 8.&0CC6*17( C!l; =!>a:!o" R!l Ca" ". 1.00 &.00 0.2( 12.00 &.00 120.00 0.0& 10.00 0.2(

    E,) , A,-+ E)&-*&*-%E12*A&6 E> !a' 1/2# x20$ A%&6 'l. 1.00 0.(( 0.99 0.(( 0.(( 1&.71 0.04 24.92 0.99E(8*A&6 E> !a' (/8# x 20$ A%&6 'l. 1.00 0.8( 1.(( 0.(( 0.8( 17.14 0.0( &1.1( 1.((E&4*A&6 E> !a' &/4# x 20$ A%&6 'l. 1.00 1.2& 2.24 0.(( 1.2& 20.(6 0.06 &7.&9 2.24E1*A&6 E> !a' 1# x 20$ A%&6 'l. 1.00 2.19 &.98 0.(( 2.19 27.42 0.08 49.8( &.98E1)12*A&6 E> !a' 1 1/2# x20$ A%&6 'l. 1.00 4.92 8.9( 0.(( 4.92 41.12 0.12 74.77 8.9(E2*A&6 E> !a' 2# x 20$ A%&6 'l. 1.00 8.7( 1(.91 0.(( 8.7( (4.8& 0.16 99.70 1(.91

    E,) E%!+(% A,-+ A36

    EE?(( E> Exag. (( A&6 'l. 1.00 8(.00 27.41 &.10 8(.00 (&2.61 0.16 171.76 27.41'l. 1.00 1&.42 8.9( 1.(0 1&.42 112.16 0.12 74.77 8.9(

    E,) , A,-+ SAE 1045

    E(/8*104( E> !a' (/8# SAE 104( 'l. 1.00 2.&& 1.(( 1.(0 2.&& 29.21 0.08 19.47 1.((E1*104( E> !a' 1# SAE 104( 'l. 1.00 (.97 &.98 1.(0 (.97 74.77 0.08 49.8( &.98E1)12*104( E> !a' 1 1/2# SAE 104( 'l. 1.00 1&.42 8.9( 1.(0 1&.42 112.16 0.12 74.77 8.9(E2*104( E> !a' 2# SAE 104( 'l. 1.00 &(.00 1(.91 2.20 &(.00 219.&& 0.16 99.70 1(.91E2)12*104( E> !a' 2 1/2# SAE 104( 'l. 1.00 (4.69 24.86 2.20 (4.69 274.16 0.20 124.62 24.86E&*104( E> !a' SAE 104( 'l. 1.00 12(.&0 &(.80 &.(0 12(.&0 (2&.40 0.24 149.(4 &(.80E4*104( E> !a' 4# SAE 104( 'l. 1.00 222.7( 6&.64 &.(0 222.7( 697.87 0.&2 199.&9 6&.64E6*104( E> !a' 6# SAE 104( 'l. 1.00 (01.18 14&.20 &.(0 (01.18 1)046.80 0.48 299.09 14&.20

    E,) , A,-+ SAE 1020

    E1/2*1020 E> !a' 1/2# SAE 1020 'l. 1.00 1.&9 0.99 1.40 1.&9 &4.89 0.04 24.92 0.99E(/8*1020 E> !a' (/8# SAE1020 'l. 1.00 2.18 1.(( 1.40 2.18 4&.62 0.0( &1.1( 1.((E&/4*1020 E> !a' &/4# SAE 1020 'l. 1.00 &.1& 2.24 1.40 &.1& (2.&4 0.06 &7.&9 2.24

    E1#*1020 E> !a' 1# SAE 1020 'l. 1.00 (.(7 &.98 1.40 (.(7 69.79 0.08 49.8( &.98E1)1/4*1020 E> !a' 1 1/4# SAE 1020 'l. 1.00 8.70 6.22 1.40 8.70 87.2& 0.10 62.&1 6.22E1)(/8*1020 E> !a' 1 (/8# SAE1020 'l. 1.00 2&.11 10.(0 2.20 2&.11 178.20 0.1& 81.00 10.(0E2*1020 E> !a' 2# SAE 1020 'l. 1.00 &(.00 1(.91 2.20 &(.00 219.&& 0.16 99.70 1(.91E*1020 E> !a' SAE1020 'l. 1.00 78.76 &(.80 2.20 78.76 &28.99 0.24 149.(4 &(.80E&)12*1020 E> !a' SAE1020 'l. 1.00 107.20 48.7& 2.20 107.20 447.80 0.24 20&.(4 48.7&

    E,) , A,-+ SAE 4140 VCL 140

    E1/2*4140 E> !a' 1/2# SAE 4140 'l. 1.00 2.68 0.99 2.70 2.68 67.29 0.04 24.92 0.99E1#*4140 E> !a' 1# SAE 4140 'l. 1.00 10.74 &.98 2.70 10.74 1&4.(9 0.08 49.8( &.98E1)1/2*4140 E> !a' 1)1/2# SAE 4140 'l. 1.00 24.16 8.9( 2.70 24.16 201.88 0.12 74.77 8.9(E2*4140 E> !a' 2# SAE 4140 'l. 1.00 (2.(1 1(.91 &.&0 (2.(1 &28.99 0.16 99.70 1(.91E*4140 E> !a' SAE 4140 'l. 1.00 1&6.04 &(.80 &.80 1&6.04 (68.26 0.24 149.(4 &(.80

    E4#*4140 E> !a' 4# SAE 4140 'l. 1.00 241.84 6&.64 &.80 241.84 7(7.68 0.&2 199.&9 6&.64

    E, , A,-+ DIN 42C-M+4

    E> !a' 4# C.42%Mo.4 'l. 1.00 490.00 6&.64 7.70 490.00 1)(&(.16 0.&2 199.&9 6&.64E> !a' 180 x &16 ,IN 42C Mo4 'l. 1.00 1)098.67 199.76 (.(0 1)098.67 1)942.88 0.(7 &(&.2( 199.76

    E,) , A,-+ I(+ 304E1)2*SS&04 E> !a' 1/2# SS&04 'l. 1.00 &.48 0.99 &.(0 &.48 87.2& 0.04 24.92 0.99E&4*SS&04 E> !a' &/4# SS&04 'l. 1.00 11.19 2.24 (.00 11.19 186.9& 0.06 &7.&9 2.24E11)4*SS&04 E> !a' 1 1/4# SS&04 'l. 1.00 4&.(1 6.22 7.00 4&.(1 4&6.17 0.10 62.&1 6.22

    E,) , A,-+ I(+ 316L

    E1)2*SS&161 E> !a' 1/2# SS&161 'l. 1.00 &.48 0.99 &.(0 &.48 87.2& 0.04 24.92 0.99E(8*SS&161 E> !a' (/8# SS&161 'l. 1.00 7.77 1.(( (.00 7.77 1((.77 0.0( &1.1( 1.((E&4*SS&161 E> !a' &/4# SS&161 'l. 1.00 11.19 2.24 (.00 11.19 186.9& 0.06 &7.&9 2.24E11)4*SS&161 E> !a' 1 1/4# SS&161 'l. 1.00 4&.(1 6.22 7.00 4&.(1 4&6.17 0.10 62.&1 6.22

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    4/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 4 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    PLANC/AS DE ACEROP%(% , A,-+ C+,-% N

    P1/40*4*8= Pla":@a 1/40# x 4$ x 8$ =N. ". 1.00 7.6& 14.&6 0.(& &.18 2.(7 1.20 4.8& (.98P1/24*4*8= Pla":@a 1/24# x 4$ x 8$ =N. ". 1.00 12.67 2&.9& 0.(& (.28 4.26 1.20 8.0( 9.97P1/16*4*8= Pla":@a 1/16# x 4$ x 8$ =N. ". 1.00 19.7( &(.89 0.(( 8.2& 6.64 1.20 12.07 14.9(P2*4*8= Pla":@a 2'' x 4$ x 8$ =N. ". 1.00 26.61 4(.22 0.(9 11.09 8.9( 1.20 1(.21 18.84P&/&2*4*8= Pla":@a &/&2# x 4$ x 8$ =N. ". 1.00 28.&1 (&.84 0.(& 11.79 9.(2 1.20 18.11 22.4&P1/8*4*8= Pla":@a 1/8# x 4$ x 8$ =N. ". 1.00 &8.77 71.78 0.(4 16.1( 1&.04 1.20 24.14 29.91P&/16*4*8= Pla":@a &/16# x 4$ x 8$ =N. ". 1.00 61.&6 107.67 0.(7 2(.(6 20.64 1.20 &6.22 44.86P1/4#*4*8= Pla":@a 1/4# x 4$ x 8$ =N. ". 1.00 8(.00 14&.(6 0.(9 &(.42 28.(9 1.20 48.29 (9.82P(/16*4*8= Pla":@a (/16# x 4$ x 8$ =N. ". 1.00 10(.00 179.4( 0.(9 4&.7( &(.&2 1.20 60.&6 74.77P&/8*4*8= Pla":@a &/8# x 4$ x 8$ =N. ". 1.00 1&0.00 21(.&4 0.60 (4.17 4&.7& 1.20 72.4& 89.7&P1/2*4*8= Pla":@a 1/2# x 4$ x 8$ =N. ". 1.00 1&6.28 287.12 0.47 (6.78 4(.84 1.20 96.(8 119.6&P(/8*4*8= Pla":@a (/8# x 4$ x 8$ =N. ". 1.00 20(.00 &(8.90 0.(7 8(.42 68.96 1.20 120.72 149.(4P&/4*4*8= Pla":@a &/4# x 43 x 83 =N. ". 1.00 260.00 4&0.68 0.60 108.&& 87.46 1.20 144.87 179.4(P1*4*8= Pla":@a 1# x 4$ x 8$ =N. ". 1.00 278.&4 (74.24 0.48 11(.98 9&.6& 1.20 19&.16 2&9.27P1)1/8*4*8= Pla":@a 1 1/8# x 4$ x 8$ =N. ". 1.00 400.00 646.02 0.62 166.67 1&4.(( 1.20 217.&0 269.18P1)1/4*4*8= Pla":@a 1 1/4# x 4$ x 8$ =N. ". 1.00 4&0.00 717.80 0.60 179.17 144.64 1.20 241.4( 299.09P1)1/2*4*8= Pla":@a 1 1/2# x 43 x 83 =N. ". 1.00 (17.(0 861.&6 0.60 21(.6& 174.07 1.20 289.74 &(8.90P2*4*8= Pla":@a 2# x 4$ x 8$ =N. ". 1.00 2)7(0.00 1)148.49 2.&9 1)14(.8& 92(.02 1.20 &86.&2 478.(4P2)&/8*4*8= Pla":@a 60 '' x 4$ x 8$ =N. ". 1.00 2)7(0.00 1)&(6.48 2.0& 1)14(.8& 92(.02 1.20 4(6.28 (6(.20

    P%(% , A,-+ G%%(;%+

    PG1/84*&*6 Pla":@a 1/84# x &$ x 6$ =Gal. ". 1.00 (.20 4.20 1.24 2.89 (.69 0.91 2.(1 2.&0

    PG1/64*&*6 Pla":@a 1/64# x &$ x 6$ =Gal. ". 1.00 6.0& (.60 1.08 &.&( 6.(9 0.91 &.&( &.06PG1/(4*&*6 Pla":@a 1/(4# x &$ x 6$ =Gal. ". 1.00 7.4( 7.00 1.06 4.14 8.1( 0.91 4.19 &.8&PG1/40*4*8 Pla":@a 1/40# x 4$ x 8$ =Gal. ". 1.00 18.&7 14.80 1.24 7.66 1(.07 1.22 4.98 6.07

    PG1/&2*4*8 Pla":@a 1/&2# x 4$ x 8$ =Gal. ". 1.00 21.&1 18.(0 1.1( 8.88 17.48 1.22 6.22 7.(9PG1/27*4*8 Pla":@a 1/27# x 4$ x 8$ =Gal. 22.68 21.48 1.06 9.4( 18.60 1.22 7.2& 8.81

    PG1/24*4*8 Pla":@a 1/24# x 4$ x 8$ =Gal. ". 1.00 2(.2& 2&.81 1.06 10.(1 20.69 1.22 8.01 9.76PG1/20*4*8 Pla":@a 1/20# x 4$ x 8$ =Gal. 2(.49 28.60 0.89 10.62 20.91 1.22 9.62 11.7&

    PG1/16*4*8 Pla":@a 1/16# x 4$ x 8$ =Gal. ". 1.00 &0.08 &(.7( 0.84 12.(4 24.68 1.22 12.0& 14.66

    P%(% , A,-+ E)&-*&*-% A36

    P1/8*(*20E Pla":@a 1/8# x ($ x 20$ A%&6 ". 1.00 100.01 227.&0 0.44 41.67 10.77 1.(0 24.47 &7.29P&/16*(*20E Pla":@a &/16# x ($ x 20$ A%&6 ". 1.00 169.49 &40.96 0.(0 70.62 18.24 1.(0 &6.70 ((.9&P1/4*(*20E Pla":@a 1/4# x ($ x 20$ A%&6 ". 1.00 220.&4 4(4.61 0.48 91.81 2&.72 1.(0 48.9& 74.(8

    P(/16*(*20E Pla":@a (/16# x ($ x 20$ A%&6 ". 1.00 274.(8 (68.26 0.48 114.41 29.(6 1.(0 61.17 9&.22P&/8*(*20E Pla":@a &/8# x ($ x 20$ A%&6 ". 1.00 &1&.(6 681.91 0.46 1&0.6( &&.7( 1.(0 7&.40 111.86P1/2#*(*20E Pla":@a 1/2# x ($ x 20$ A%&6 ". 1.00 449.1( 909.22 0.49 187.1( 48.&( 1.(0 97.87 149.1(P(/8*(*20E Pla":@a (/8# x ($ x 20$ A%&6 ". 1.00 (00.07 1)1&6.(2 0.44 208.&6 (&.8& 1.(0 122.&& 186.44P&/4*(*20E Pla":@a &/4# x ($ x 20$ A%&6 ". 1.00 600.08 1)&6&.8& 0.44 2(0.04 64.(9 1.(0 146.80 22&.7&P7/8*(*20E Pla":@a 22 '' x ($ x 20$ A%&6 ". 1.00 6&0.01 1)4&1.84 0.44 262.(0 67.81 1.(0 1(4.12 2&4.88P1#*(*20E Pla":@a 1# x ($ x 20$ A%&6 ". 1.00 800.11 1)818.44 0.44 &&&.&8 86.12 1.(0 19(.7& 298.&0P1)1/4*(*20E Pla":@a 1 1/4# x ($ x 20$ A%&6 ". 1.00 1)1&0.(1 2)27&.0( 0.(0 471.0( 121.69 1.(0 244.67 &72.88P1)&/8*(*20E Pla":@a &( '' x ($ x 20$ A%&6 ". 1.00 1)2(2.86 2)(0(.72 0.(0 (22.0& 1&4.86 1.(0 269.71 411.04P1)1/2*(*20E Pla":@a &7 '' x ($ x 20$ A%&6 ". 1.00 1)&42.80 2)648.90 0.(1 ((9.(0 144.(4 1.(0 28(.1& 4&4.(&P1)(/8*(*20E Pla":@a 40 '' x ($ x 20$ A%&6 ". 1.00 1)4&1.84 2)86&.68 0.(0 (96.60 1(4.12 1.(0 &08.24 469.76P2*(*20E Pla":@a 2#x ($ x 20$ A%&6 ". 1.00 1)818.44 &)6&6.87 0.(0 7(7.68 19(.7& 1.(0 &91.47 (96.60P2)&/8*(*20E Pla":@a 60'' x 4$ x 8$ A%&6 ". 1.00 2)119.(0 4)2&9.00 0.(0 88&.1& 228.14 1.(0 4(6.28 69(.&7

    P%(%) , A,-+ SAE 1045

    P&/8*104( Pla":@a &/8# x 120 x 480 '' SAE 104( ". 1.00 14.21 4.&1 &.&0 29.61 246.7( 0.12 74.77 8.97P(/8*104( Pla":@a (/8# x 43 x 43 SAE 104( ". 1.00 (92.19 179.4( &.&0 49&.49 &98.&9 1.22 120.72 147.19P&/4*104( Pla":@a &/4# x 23 x 43 SAE 104( ". 1.00 &((.&1 107.67 &.&0 296.09 478.07 0.61 144.87 88.&1P1*104( Pla":@a 1# x 43 x 43 SAE 104( ". 1.00 1)029.60 287.12 &.(9 8(8.00 692.66 1.22 19&.16 2&(.(0P1)1/4*104( Pla":@a 1 1/4# x 43 x 43 SAE 104( ". 1.00 1)287.00 &(8.90 &.(9 1)072.(0 86(.82 1.22 241.4( 294.&8P2*104( Pla":@a 2# x 43 x 83 SAE 104( ". 1.00 &)790.01 1)148.49 &.&0 1)(79.17 1)274.8( 1.22 &86.&2 471.00

    P%(% , A,-+ I(+ AISI 304

    P1/40*4*8SS&04 Pla":@a 1/40# x 4$ x 8$ SS&04 ". 1.00 41.6& 14.&6 2.90 17.&( 14.00 1.20 4.8& (.98P1/24*4*8SS&04 Pla":@a 1/24# x 4$ x 8$ SS&04 ". 1.00 69.&9 2&.9& 2.90 28.91 2&.&4 1.20 8.0( 9.97P1/16*4*8SS&04 Pla":@a 1/16# x 4$ x 8$ SS&04 ". 1.00 104.08 &(.89 2.90 4&.&7 &(.01 1.20 12.07 14.9(

    P&/&2*4*8SS&04 Pla":@a &/&2# x 4$ x 8$ SS&04 ". 1.00 1(6.12 (&.84 2.90 6(.0( (2.(2 1.20 18.11 22.4&P1/8*4*8SS&04 Pla":@a 1/8# x 4$ x 8$ SS&04 ". 1.00 204.00 71.78 2.84 8(.00 68.62 1.20 24.14 29.91P&/16*4*8SS&04 Pla":@a &/16# x 4$ x 8$ SS&04 ". 1.00 &12.24 107.67 2.90 1&0.10 10(.0& 1.20 &6.22 44.86P1/4*4*8SS&04 Pla":@a 1/4# x 4$ x 8$ SS&04 ". 1.00 41(.00 14&.(6 2.89 172.92 1&9.(9 1.20 48.29 (9.82

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    5/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. ( 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    P(/16*4*8SS&04 Pla":@a (/16# x 4$ x 8$ SS&04 ". 1.00 (&8.&( 179.4( &.00 224.&1 181.09 1.20 60.&6 74.77P(/16*(*10SS&04 Pla":@a (/16# x ($ x 10$ SS&04 ". 1.00 88&.24 280.&9 &.1( &68.01 190.14 1.20 60.&6 116.8&

    P&/8*4*8SS&04 Pla":@a &/8# x 4$ x 8$ SS&04 ". 1.00 646.02 21(.&4 &.00 269.18 217.&0 1.20 72.4& 89.7&P&/8*(*10SS&04 Pla":@a x ($ x 10$ SS&04 ". 1.00 1)0(9.88 &&6.47 &.1( 441.62 228.17 1.20 72.4& 140.20P1.1/4*4*8SS&04 Pla":@a 1.1/4# x 4$ x 8$ SS&04 ". 1.00 2)1(&.41 717.80 &.00 897.26 724.&( 1.20 241.4( 299.09

    P%(% , A,-+ I(+ AISI 316L 1

    P1/40*4*8SS&161 Pla":@a 1/40# x 4$ x 8$ SS&16 1 ". 1.00 62.4( 14.&6 4.&( 26.02 21.01 1.20 4.8& (.98P1/24*4*8SS&161 Pla":@a 1/24# x 4$ x 8$ SS&16 1 ". 1.00 104.08 2&.9& 4.&( 4&.&7 &(.01 1.20 8.0( 9.97P1/16*4*8SS&161 Pla":@a 1/16# x 4$ x 8$ SS&16 1 ". 1.00 1(6.12 &(.89 4.&( 6(.0( (2.(2 1.20 12.07 14.9(P&/&2*4*8SS&161 Pla":@a &/&2# x 4$ x 8$ SS&16 1 ". 1.00 2&4.18 (&.84 4.&( 97.(8 78.77 1.20 18.11 22.4&P1/8*4*8SS&161 Pla":@a 1/8# x 4$ x 8$ SS&16 1 ". 1.00 &12.24 71.78 4.&( 1&0.10 10(.0& 1.20 24.14 29.91P&/16*4*8SS&161 Pla":@a &/16# x 4$ x 8$ SS&16 1 ". 1.00 440.00 107.67 4.09 18&.&& 148.00 1.20 &6.22 44.86P1/4#*4*8SS&161 Pla":@a 1/4# x 4$ x 8$ SS&16 1 ". 1.00 6&0.00 14&.(6 4.&9 262.(0 211.91 1.20 48.29 (9.82P(/16*4*8SS&161 Pla":@a (/16# x 4$ x 8$ SS&16 1 ". 1.00 807.(& 179.4( 4.(0 &&6.47 271.6& 1.20 60.&6 74.77P&/8*4*8SS&161 Pla":@a &/8# x 4$ x 8$ SS&16 1 ". 1.00 920.00 21(.&4 4.27 &8&.&& &09.46 1.20 72.4& 89.7&P1/2*4*8SS&161 Pla":@a 1/2# x 4$ x 8$ SS&16 1 ". 1.00 1)248.98 287.12 4.&( (20.41 420.12 1.20 96.(8 119.6&P(/8*4*8SS&161 Pla":@a (/8# x 4$ x 8$ SS&16 1 ". 1.00 1)(61.22 &(8.90 4.&( 6(0.(1 (2(.1( 1.20 120.72 149.(4P&/4*4*8SS&161 Pla":@a &/4# x 4$ x 8$ SS&16 1 ". 1.00 1)87&.47 4&0.68 4.&( 780.61 6&0.18 1.20 144.87 179.4(P1*4*8SS&161 Pla":@a 1# x 4$ x 8$ SS&16 1 ". 1.00 2)497.96 (74.24 4.&( 1)040.82 840.24 1.20 19&.16 2&9.27

    P%(% E)&-%%) A36

    P&/&2*&*8ES Pla":@a &/&2# x &$ x 8$ Es!aa A%&6 ". 1.00 &6.08 44.89 0.80 1(.0& 16.18 0.90 20.1& 18.41P1/8*&*8ES Pla":@a 1/8# x &$ x 8$ Es!aa A%&6 ". 1.00 41.60 (&.87 0.77 17.&4 1&.99 1.20 18.12 22.09P&/16*4*8ES Pla":@a &/16# x 4$ x 8$ Es!aa A%&6 ". 1.00 81.&( 107.16 0.76 &&.90 27.&7 1.20 &6.0( 4&.9(P1/4*4*8ES Pla":@a 1/4# x 4$ x 8$ Es!aa A%&6 ". 1.00 108.61 142.87 0.76 4(.2( &6.(& 1.20 48.06 (8.(9P(/16*4*8ES Pla":@a (/16# x 4$ x 8$ Es!aa A%&6 ". 1.00 1(4.71 182.02 0.8( 64.46 (2.04 1.20 61.2& 74.6(P1/2*4*8ES Pla":@a 1/2# x 4$ x 8$ Es!aa A%&6 ". 1.00 218.21 287.12 0.76 90.92 7&.40 1.20 96.(8 117.7(

    ,--+ C+--*!%+

    ACB1/4 Ala'o" 1/4# x &0$ A%&6 'l) 1.00 0.12 0.2( 0.47 0.12 (.8( 0.02 12.(& 0.2(=ECB1/4 =. Co. 1/4# x &0$ A%60 'l) 1.00 0.12 0.2( 0.47 0.12 (.8( 0.02 12.(& 0.2(=ECB&/8 =. Co. &/8# x &0$ A%60 'l) 1.00 0.24 0.(8 0.42 0.24 8.1( 0.0& 19.&8 0.(8=ECB1/2 =. Co. 1/2# x &0$ A%60 'l) 1.00 0.44 1.02 0.4& 0.44 10.9( 0.04 2(.(7 1.02=ECB(/8 =. Co. (/8# x &0$ A%60 'l) 1.00 0.68 1.60 0.4& 0.68 1&.7& 0.0( &2.08 1.60=ECB&/4 =. Co. &/4# x &0$ A%60 'l) 1.00 0.99 2.26 0.44 0.99 16.60 0.06 &7.76 2.26=ECB1 =. Co. 1# x &0$ A%60 'l) 1.00 1.82 4.04 0.4( 1.82 22.78 0.08 (0.6& 4.04=ECB1)&/8 =. Co. 1.&/8# x &0$ A%60 'l) 1.00 &.(8 7.9( 0.4( &.(8 &2.61 0.11 72.46 7.9(

    ,--+ R,+(+ L)+ C+,-%

    =ERB1/4 =. Ro. 1/4# x 20$ A%&6 'l) 1.00 0.1( 0.2( 0.60 0.1( 7.(2 0.02 12.(& 0.2(=ERB&/8 =. Ro. &/8# x 20$ A%&6 'l) 1.00 0.&6 0.(7 0.6& 0.&6 11.94 0.0& 19.0( 0.(7

    =ERB1/2 =. Ro. 1/2# x 20$ A%&6 'l) 1.00 0.(7 0.98 0.(8 0.(7 14.&0 0.04 24.(6 0.98=ERB(/8 =. Ro. (/8# x 20$ A%&6 'l) 1.00 0.92 1.(9 0.(8 0.92 18.(2 0.0( &1.81 1.(9=ERB&/4 =. Ro. &/4# x 20$ A%&6 'l) 1.00 1.&9 2.22 0.6& 1.&9 2&.22 0.06 &7.12 2.22=ERB7/8 =. Ro. 7/8# x 20$ A%&6 'l) 1.00 1.91 &.0( 0.6& 1.91 27.&1 0.07 4&.66 &.0(=ERB1 =. Ro. 1# x 20$ A%&6 'l) 1.00 2.48 &.97 0.6& 2.48 &1.10 0.08 49.7& &.97=ERB1)&/8 =. Ro. 1.&/8# x 20$ A%&6 'l) 1.00 (.&& 7.(8 0.70 (.&& 48.60 0.11 69.04 7.(8=ERB1)1/2 =. Ro. 1.1/2# x 20$ A%&6 'l) 1.00 6.09 8.9( 0.68 6.09 (0.92 0.12 74.77 8.9(

    ,--+ C*%-%+ C+,-%

    =EC,B1/4 =. Co. 1/4# x &0$ A%&6 'l. 1.00 0.&1 0.&1 1.01 0.&1 12.2& 0.0& 12.14 0.&1=EC,B&/8 =. Co. &/8# x &0$ A%&6 'l. 1.00 0.&4 0.64 0.(2 0.&4 8.82 0.04 16.84 0.64=EC,B1/2 =. Co. 1/2# x &0$ A%&6 'l. 1.00 0.(9 1.11 0.(& 0.(9 11.68 0.0( 21.88 1.11=EC,B(/8 =. Co. (/8# x &0$ A%&6 'l. 1.00 0.89 1.76 0.(1 0.89 14.01 0.06 27.64 1.76=EC,B&/4 =. Co. &/4# x &0$ A%&6 'l. 1.00 1.(6 2.78 0.(6 1.(6 20.48 0.08 &6.46 2.78=EC,B7/8 =. Co. 7/8# x &0$ A%&6 'l. 1.00 2.48 &.97 0.6& 2.48 27.91 0.09 44.64 &.97=EC,B1 =. Co. 1# x &0$ A%&6 'l. 1.00 &.07 4.90 0.6& &.07 &0.18 0.10 48.24 4.90=EC,B1)&/8 =. Co. 1.&/8# x &0$ A%&6 'l. 1.00 6.0& 9.(8 0.6& 6.0& 4&.18 0.14 68.(4 9.(8

    TU

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    6/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 6 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    TC(/8*(/8*1.0 To Ca. (/8# x (/8# x 1.0 x 20$ A%&6 'l. 1.00 0.(1 0.46 1.11 0.(1 8.07 0.06 7.27 0.46TC(/8*(/8*1.2 To Ca. (/8# x (/8# x 1.2 x 20$ A%&6 'l. 1.00 0.61 0.(( 1.11 0.61 9.61 0.06 8.69 0.((

    TC(/8*(/8*1.( To Ca. (/8# x (/8# x 1.( x 20$ A%&6 'l. 1.00 0.77 0.69 1.12 0.77 12.10 0.06 10.81 0.69TC(/8*(/8*2.0 To Ca. (/8# x (/8# x 2.0 x 20$ A%&6 'l. 1.00 0.92 0.91 1.01 0.92 14.44 0.06 14.2( 0.91TC&/4*&/4*0.9 To Ca. &/4# x &/4# x 0.9 x 20$ A%&6 'l. 1.00 0.(7 0.(( 1.0( 0.(7 7.(1 0.08 7.1( 0.((TC&/4*&/4*1.0 To Ca. &/4# x &/4# x 1.0 x 20$ A%&6 'l. 1.00 0.6& 0.61 1.04 0.6& 8.&2 0.08 8.0& 0.61TC&/4*&/4*1.2 To Ca. &/4# x &/4# x 1.2 x 20$ A%&6 'l. 1.00 0.76 0.7& 1.0& 0.76 9.9( 0.08 9.62 0.7&TC&/4*&/4*1.( To Ca. &/4# x &/4# x 1.( x 20$ A%&6 'l. 1.00 0.94 0.92 1.0& 0.94 12.&8 0.08 12.01 0.92TC&/4*&/4*2.0 To Ca. &/4# x &/4# x 2.0 x 20$ A%&6 'l. 1.00 1.27 1.22 1.04 1.27 16.6& 0.08 1(.99 1.22TC7/8*7/8*0.9 To Ca. 7/8# x 7/8# x 0.9 x 20$ A%&6 'l. 1.00 0.66 0.6& 1.0( 0.66 7.&9 0.09 7.07 0.6&TC7/8*7/8*1.0 To Ca. 7/8# x 7/8# x 1.0 x 20$ A%&6 'l. 1.00 0.71 0.70 1.0& 0.71 8.04 0.09 7.84 0.70TC7/8*7/8*1.2 To Ca. 7/8# x 7/8# x 1.2 x 20$ A%&6 'l. 1.00 0.8( 0.84 1.02 0.8( 9.(( 0.09 9.&9 0.84TC7/8*7/8*1.( To Ca. 7/8# x 7/8# x 1.( x 20$ A%&6 'l. 1.00 1.06 1.04 1.02 1.06 11.90 0.09 11.70 1.04TC7/8*7/8*2.0 To Ca. 7/8# x 7/8# x 2.0 x 20$ A%&6 'l. 1.00 1.48 1.&8 1.07 1.48 16.62 0.09 1(.47 1.&8TC1*1*0.9 To Ca. 1# x 1# x 0.9 x 20$ A%&6 'l. 1.00 0.72 0.70 1.02 0.72 7.0( 0.10 6.89 0.70TC1*1*1.0 To Ca. 1# x 1# x 1.0 x 20$ A%&6 'l. 1.00 0.79 0.78 1.02 0.79 7.80 0.10 7.64 0.78TC1*1*1.2 To Ca. 1# x 1# x 1.2 x 20$ A%&6 'l. 1.00 0.9( 0.9& 1.02 0.9( 9.&4 0.10 9.1( 0.9&TC1*1*1.( To Ca. 1# x 1# x 1.( x 20$ A%&6 'l. 1.00 1.18 1.16 1.02 1.18 11.(9 0.10 11.&8 1.16TC1*1*2.0 To Ca. 1# x 1# x 2.0 x 20$ A%&6 'l. 1.00 1.(6 1.(4 1.02 1.(6 1(.40 0.10 1(.11 1.(4TC1)1/4*1)1/4*0.9 To Ca. 1.1/4# x 1.1/4# x 0.9 x 20$ A%&6 'l. 1.00 0.9& 0.92 1.02 0.9& 7.&2 0.1& 7.20 0.92TC1)1/4*1)1/4*1.0 To Ca. 1.1/4# x 1.1/4# x 1.0 x 20$ A%&6 'l. 1.00 1.0& 1.01 1.02 1.0& 8.11 0.1& 7.98 1.01TC1)1/4*1)1/4*1.2 To Ca. 1.1/4# x 1.1/4# x 1.2 x 20$ A%&6 'l. 1.00 1.2& 1.21 1.02 1.2& 9.72 0.1& 9.(& 1.21TC1)1/4*1)1/4*1.( To Ca. 1.1/4# x 1.1/4# x 1.( x 20$ A%&6 'l. 1.00 1.(4 1.(1 1.02 1.(4 12.10 0.1& 11.86 1.(1TC1)1/4*1)1/4*2.0 To Ca. 1.1/4# x 1.1/4# x 2.0 x 20$ A%&6 'l. 1.00 1.97 2.01 0.98 1.97 1(.(( 0.1& 1(.80 2.01TC1)1/2*1)1/2*0.9 To Ca. 1.1/2# x 1.1/2# x 0.9 x 20$ A%&6 'l. 1.00 1.08 1.06 1.02 1.08 7.10 0.1( 6.97 1.06TC1)1/2*1)1/2*1.0 To Ca. 1.1/2# x 1.1/2# x 1.0 x 20$ A%&6 'l. 1.00 1.20 1.17 1.0& 1.20 7.91 0.1( 7.68 1.17TC1)1/2*1)1/2*1.2 To Ca. 1.1/2# x 1.1/2# x 1.2 x 20$ A%&6 'l. 1.00 1.(1 1.40 1.08 1.(1 9.94 0.1( 9.21 1.40TC1)1/2*1)1/2*1.( To Ca. 1.1/2# x 1.1/2# x 1.( x 20$ A%&6 'l. 1.00 1.79 1.7( 1.02 1.79 11.77 0.1( 11.(0 1.7(TC1)1/2*1)1/2*2.0 To Ca. 1.1/2# x 1.1/2# x 2.0 x 20$ A%&6 'l. 1.00 2.&( 2.&4 1.01 2.&( 1(.42 0.1( 1(.&& 2.&4

    TC2*2*0.9 To Ca. 2# x 2# x 0.9 x 20$ A%&6 'l. 1.00 1.(0 1.40 1.07 1.(0 7.&7 0.20 6.89 1.40TC2*2*1.0 To Ca. 2# x 2# x 1.0 x 20$ A%&6 'l. 1.00 1.6& 1.(( 1.0( 1.6& 8.04 0.20 7.64 1.((TC2*2*1.2 To Ca. 2# x 2# x 1.2 x 20$ A%&6 'l. 1.00 2.2& 1.88 1.19 2.2& 10.98 0.20 9.2& 1.88TC2*2*1.( To Ca. 2# x 2# x 1.(0 x 20$ A%&6 'l. 1.00 2.46 2.&4 1.0( 2.46 12.11 0.20 11.(1 2.&4TC2*2*2.0 To Ca. 2# x 2# x 2.0 x 20$ A%&6 'l. 1.00 &.1& &.11 1.01 &.1& 1(.40 0.20 1(.29 &.11TC4*4*&)( To Ca. 4# x 4# x &)( x 20$ A%&6 'l. 1.00 11.72 11.17 1.0( 11.72 28.8( 0.41 27.48 11.17

    T*=+) E,&-+)+%+) C*%-%+) .

    TC1(*1(*0.9 To Ca. 1(''. x 1(''. x 0.9''. x 20$ A%&6 'l. 1.00 0.46 0.41 1.12 0.46 7.6( 0.06 6.86 0.41TC1(*1(*1.0 To Ca. 1(''. x 1(''. x 1.0''. x 20$ A%&6 'l. 1.00 0.(0 0.46 1.11 0.(0 8.40 0.06 7.(8 0.46TC1(*1(*1.2 To Ca. 1(''. x 1(''. x 1.2''. x 20$ A%&6 'l. 1.00 0.(7 0.(( 1.0( 0.(7 9.(8 0.06 9.08 0.((TC1(*1(*1.( To Ca. 1(''. x 1(''. x 1.(''. x 20$ A%&6 'l. 1.00 0.72 0.68 1.06 0.72 11.98 0.06 11.&1 0.68

    TC1(*1(*2.0 To Ca. 1(''. x 1(''. x 2.0''. x 20$ A%&6 'l. 1.00 0.9& 0.89 1.04 0.9& 1(.42 0.06 14.89 0.89TC20*20*0.9 To Ca. 20''. x 20''. x 0.9''. x 20$ A%&6 'l. 1.00 0.(8 0.(6 1.0& 0.(8 7.22 0.08 7.00 0.(6TC20*20*1.0 To Ca. 20''. x 20''. x 1.0''. x 20$ A%&6 'l. 1.00 0.71 0.62 1.14 0.71 8.8( 0.08 7.7( 0.62TC20*20*1.2 To Ca. 20''. x 20''. x 1.2''. x 20$ A%&6 'l. 1.00 0.77 0.74 1.04 0.77 9.64 0.08 9.29 0.74TC20*20*1.( To Ca. 20''. x 20''. x 1.(''. x 20$ A%&6 'l. 1.00 0.96 0.9& 1.04 0.96 12.02 0.08 11.(8 0.9&TC20*20*2.0 To Ca. 20''. x 20''. x 2.0''. x 20$ A%&6 'l. 1.00 1.29 1.2& 1.04 1.29 16.07 0.08 1(.42 1.2&TC2(*2(*0.9 To Ca. 2(''. x 2(''. x 0.9''. x 20$ A%&6 'l. 1.00 0.72 0.70 1.0& 0.72 7.20 0.10 7.00 0.70TC2(*2(*1.0 To Ca. 2(''. x 2(''. x 1.0''. x 20$ A%&6 'l. 1.00 0.80 0.78 1.04 0.80 8.04 0.10 7.7( 0.78TC2(*2(*1.2 To Ca. 2(''. x 2(''. x 1.2''. x 20$ A%&6 'l. 1.00 0.94 0.9& 1.02 0.94 9.4( 0.10 9.&0 0.9&TC2(*2(*1.( To Ca. 2(''. x 2(''. x 1.(''. x 20$ A%&6 'l. 1.00 1.18 1.16 1.02 1.18 11.78 0.10 11.(8 1.16TC2(*2(*2.0 To Ca. 2(''. x 2(''. x 2.0''. x 20$ A%&6 'l. 1.00 1.(7 1.(4 1.02 1.(7 1(.71 0.10 1(.42 1.(4TC&0*&0*0.9 To Ca. &0''. x &0''. x 0.9''. x 20$ A%&6 'l. 1.00 (.18 0.84 6.16 (.18 4&.1( 0.12 7.00 0.84TC&0*&0*1.0 To Ca. &0''. x &0''. x 1.0''. x 20$ A%&6 'l. 1.00 0.96 0.9& 1.0& 0.96 7.98 0.12 7.7( 0.9&

    TC&0*&0*1.2 To Ca. &0''. x &0''. x 1.2''. x 20$ A%&6 'l. 1.00 1.1( 1.12 1.0& 1.1( 9.60 0.12 9.29 1.12TC&0*&0*1.( To Ca. &0''. x &0''. x 1.(''. x 20$ A%&6 'l. 1.00 1.44 1.&9 1.04 1.44 11.99 0.12 11.(8 1.&9TC&0*&0*2.0 To Ca. &0''. x &0''. x 2.0''. x 20$ A%&6 'l. 1.00 1.92 1.8( 1.04 1.92 16.01 0.12 1(.42 1.8(TC40*40*0.9 To Ca. 40''. x 40''. x 0.9''. x 20$ A%&6 'l. 1.00 1.1( 1.1& 1.02 1.1( 7.20 0.16 7.07 1.1&TC40*40*1.( To Ca. 40''. x 40''. x 1.(''. x 20$ A%&6 'l. 1.00 1.8( 1.87 0.99 1.8( 11.(6 0.16 11.70 1.87TC40*40*2.0 To Ca. 40''. x 40''. x 2.0''. x 20$ A%&6 'l. 1.00 2.(0 2.49 1.01 2.(0 1(.6& 0.16 1(.(( 2.49TC(0*(0*0.9 To Ca. (0''. x (0''. x 0.9''. x 20$ A%&6 'l. 1.00 1.44 1.40 1.0& 1.44 7.20 0.20 7.00 1.40TC(0*(0*1.0 To Ca. (0''. x (0''. x 1.0''. x 20$ A%&6 'l. 1.00 1.60 1.(( 1.0& 1.60 7.99 0.20 7.7( 1.((TC(0*(0*1.2 To Ca. (0''. x (0''. x 1.2''. x 20$ A%&6 'l. 1.00 1.8& 1.87 0.98 1.8& 9.17 0.20 9.&& 1.87TC(0*(0*1.( To Ca. (0''. x (0''. x 1.(''. x 20$ A%&6 'l. 1.00 2.40 2.&& 1.0& 2.40 11.99 0.20 11.6& 2.&&TC(0*(0*2.0 To Ca. (0''. x (0''. x 2.0''. x 20$ A%&6 'l. 1.00 &.12 &.09 1.01 &.12 1(.62 0.20 1(.4( &.09TC60*60*1.( To Ca. 60''. x 60''. x 1.(''. x 20$ A%&6 'l. 1.00 2.86 2.79 1.02 2.86 11.91 0.24 11.6& 2.79TC60*60*2.0 To Ca. 60''. x 60''. x 2.0''. x 20$ A%&6 'l. 1.00 &.80 &.71 1.02 &.80 1(.8& 0.24 1(.4( &.71

    T*=+) E,&-+)+%+) R,&%(!*%-,) (.

    TR1/2*&/4*0.9 To R:. 1/2# x &/4# x 0.9''. x 20$ A%&6 'l. 1.00 0.41 0.4( 0.91 0.41 6.4( 0.06 7.07 0.4486&TR1/2*1*0.9 To R:. 1/2# x 1# x 0.9''. x 20$ A%&6 'l. 1.00 0.67 0.(4 1.24 0.67 8.77 0.08 7.07 0.(&8&(

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    7/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 7 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    TR1/2*1*1.0 To R:. 1/2# x 1# x 1.0''. x 20$ A%&6 'l. 1.00 0.7& 0.60 1.22 0.7& 9.(( 0.08 7.8( 0.(9817TR1/2*1)1/2*0.9 To R:. 1/2# x 1.1/2# x 0.9''. x 20$ A%&6 'l. 1.00 0.72 0.72 1.00 0.72 7.09 0.10 7.07 0.7178

    TR1/2*1)1/2*1.0 To R:. 1/2# x 1.1/2# x 1.0''. x 20$ A%&6 'l. 1.00 0.79 0.80 0.99 0.79 7.80 0.10 7.8( 0.797(6TR1/2*1)1/2*1.2 To R:. 1/2# x 1.1/2# x 1.2''. x 20$ A%&6 'l. 1.00 0.9( 0.96 0.99 0.9( 9.&4 0.10 9.42 0.9(707TR1/2*1)1/2*1.( To R:. 1/2# x 1.1/2# x 1.(''. x 20$ A%&6 'l. 1.00 1.18 1.20 0.98 1.18 11.(9 0.10 11.78 1.196&4TR1/2*1)1/2*2.0 To R:. 1/2# x 1.1/2# x 2.0''. x 20$ A%&6 'l. 1.00 1.(8 1.60 0.99 1.(8 1(.(8 0.10 1(.70 1.(9(12TR1*2*0.9 To R:. 1# x 2# x 0.9''. x 20$ A%&6 'l. 1.00 1.14 1.08 1.06 1.14 7.49 0.1( 7.07 1.07671TR1*2*1.0 To R:. 1# x 2# x 1.0''. x 20$ A%&6 'l. 1.00 1.27 1.20 1.06 1.27 8.&1 0.1( 7.8( 1.196&4TR1*2*1.2 To R:. 1# x 2# x 1.2''. x 20$ A%&6 'l. 1.00 1.(2 1.44 1.06 1.(2 9.9( 0.1( 9.42 1.4&(61TR1*2*1.( To R:. 1# x 2# x 1.(''. x 20$ A%&6 'l. 1.00 1.90 1.79 1.06 1.90 12.46 0.1( 11.78 1.794(1TR1*2*2.0 To R:. 1# x 2# x 2.0''. x 20$ A%&6 'l. 1.00 2.(1 2.&9 1.0( 2.(1 16.44 0.1( 1(.70 2.&9268

    T*=+) E,&-+)+%+) R,&%(!*%-,)

    TR20*40*0.9 To R:. 20''. x 40''. x 0.9''. x 20$ A%&6 'l. 1.00 0.8( 0.86 0.98 0.8( 7.04 0.12 7.19 0.86299TR20*40*1.0 To R:. 20''. x 40''. x 1.0''. x 20$ A%&6 'l. 1.00 0.94 0.96 0.98 0.94 7.82 0.12 7.98 0.9(76&TR20*40*1.2 To R:. 20''. x 40''. x 1.2''. x 20$ A%&6 'l. 1.00 1.1& 1.1( 0.98 1.1& 9.&8 0.12 9.(9 1.1(11&TR20*40*1.( To R:. 20''. x 40''. x 1.(''. x 20$ A%&6 'l. 1.00 1.40 1.44 0.97 1.40 11.6( 0.12 11.99 1.4&927TR20*40*2.0 To R:. 20''. x 40''. x 2.0''. x 20$ A%&6 'l. 1.00 1.84 1.92 0.96 1.84 1(.&( 0.12 16.01 1.9209TR20*(0*0.9 To R:. 20''. x (0''. x 0.9''. x 20$ A%&6 'l. 1.00 0.98 1.01 0.97 0.98 7.01 0.14 7.19 1.00706TR20*(0*1.0 To R:. 20''. x (0''. x 1.0''. x 20$ A%&6 'l. 1.00 1.09 1.12 0.97 1.09 7.79 0.14 8.00 1.12006TR20*(0*1.2 To R:. 20''. x (0''. x 1.2''. x 20$ A%&6 'l. 1.00 1.&1 1.&4 0.97 1.&1 9.&& 0.14 9.60 1.&446&TR20*(0*1.( To R:. 20''. x (0''. x 1.(''. x 20$ A%&6 'l. 1.00 1.6& 1.68 0.97 1.6& 11.64 0.14 12.00 1.679&8TR20*(0*2.0 To R:. 20''. x (0''. x 2.0''. x 20$ A%&6 'l. 1.00 2.17 2.24 0.97 2.17 1(.46 0.14 1(.99 2.2&87TR&0*40*0.9 To R:. &0''. x 40''. x 0.9''. x 20$ A%&6 'l. 1.00 0.98 1.01 0.97 0.98 7.01 0.14 7.19 1.00706TR&0*40*1.0 To R:. &0''. x 40''. x 1.0''. x 20$ A%&6 'l. 1.00 1.09 1.12 0.97 1.09 7.79 0.14 8.00 1.12006TR&0*40*1.2 To R:. &0''. x 40''. x 1.2''. x 20$ A%&6 'l. 1.00 1.&1 1.&4 0.97 1.&1 9.&& 0.14 9.60 1.&446&TR&0*40*1.( To R:. &0''. x 40''. x 1.(''. x 20$ A%&6 'l. 1.00 1.6& 1.68 0.97 1.6& 11.64 0.14 12.00 1.679&8TR&0*40*2.0 To R:. &0''. x 40''. x 2.0''. x 20$ A%&6 'l. 1.00 2.17 2.24 0.97 2.17 1(.46 0.14 1(.99 2.2&87TR&0*(0*0.9 To R:. &0''. x (0''. x 0.9''. x 20$ A%&6 'l. 1.00 1.1& 1.1( 0.98 1.1& 7.07 0.16 7.19 1.1(11&

    TR&0*(0*1.0 To R:. &0''. x (0''. x 1.0''. x 20$ A%&6 'l. 1.00 1.2( 1.28 0.98 1.2( 7.82 0.16 8.00 1.27966TR&0*(0*1.2 To R:. &0''. x (0''. x 1.2''. x 20$ A%&6 'l. 1.00 1.(0 1.(& 0.98 1.(0 9.&8 0.16 9.(9 1.(&&9TR&0*(0*1.( To R:. &0''. x (0''. x 1.(''. x 20$ A%&6 'l. 1.00 1.87 1.92 0.97 1.87 11.70 0.16 12.01 1.9209TR&0*(0*2.0 To R:. &0''. x (0''. x 2.0''. x 20$ A%&6 'l. 1.00 2.49 2.(6 0.97 2.49 1(.(( 0.16 16.00 2.(607&TR40*(0*1.( To R:. 40''. x (0''. x 1.(''. x 20$ A%&6 'l. 1.00 2.09 2.22 0.94 2.09 11.6& 0.18 12.&( 2.22&16TR40*(0*2.0 To R:. 40''. x (0''. x 2.0''. x 20$ A%&6 'l. 1.00 2.79 2.98 0.94 2.79 1(.(1 0.18 16.(6 2.98164TR40*60*1.2 To R:. 40''. x 60''. x 1.2''. x 20$ A%&6 'l. 1.00 1.88 1.9( 0.96 1.88 9.&8 0.20 9.7( 1.9(0(6TR40*60*1.( To R:. 40''. x 60''. x 1.(''. x 20$ A%&6 'l. 1.00 2.&4 2.49 0.94 2.&4 11.69 0.20 12.44 2.48729TR40*60*2.0 To R:. 40''. x 60''. x 2.0''. x 20$ A%&6 'l. 1.00 &.11 &.28 0.9( &.11 1(.(& 0.20 16.41 &.28107TR40*80*1.( To R:. 40''. x 80''. x 1.(''. x 20$ A%&6 'l. 1.00 2.80 2.9( 0.9( 2.80 11.67 0.24 12.&0 2.9(198TR40*80*2.0 To R:. 40''. x 80''. x 2.0''. x 20$ A%&6 'l. 1.00 &.7& 4.04 0.92 &.7& 1(.(6 0.24 16.8( 4.04&79TR(0*70*2.0 To R:. (0''. x 70''. x 2.0''. x 20$ A%&6 'l. 1.00 &.72 4.04 0.92 &.72 1(.49 0.24 16.8( 4.04&79

    T*=+) E,&-+)+%+) R,+(+) (TUE&/8*0.9 To R. El:. &/8# x &.8 ' x 0.9''. A%&6 'l. 1.00 0.40 0.1& &.10 0.40 12.71 0.0& 4.10 0.1&TUE&/8*1.0 To R. El:. &/8# x &.8 ' x 1.0''. A%&6 'l. 1.00 0.44 0.18 2.(0 0.44 14.0( 0.0& (.61 0.18TUE&/8*1.2 To R. El:. &/8# x &.8 ' x 1.2''. A%&6 'l. 1.00 0.(& 0.2& 2.29 0.(& 16.89 0.0& 7.&7 0.2&TUE&/8*1.( To R. El:. &/8# x &.8 ' x 1.(''. A%&6 'l. 1.00 0.67 0.28 2.&( 0.67 21.22 0.0& 9.0( 0.28TUE&/8*2.0 To R. El:. &/8# x &.8 ' x 2.0''. A%&6 'l. 1.00 0.89 0.&7 2.40 0.89 28.18 0.0& 11.7& 0.&7TUE1/2*0.9 To R. El:. 1/2# x 0.9''. x 20$ A%&6 'l. 1.00 0.&0 0.28 1.07 0.&0 7.08 0.04 6.64 0.28TUE1/2*1.0 To R. El:. 1/2# x 1.0''. x 20$ A%&6 'l. 1.00 0.&2 0.&1 1.06 0.&2 7.7( 0.04 7.&2 0.&1TUE1/2*1.2 To R. El:. 1/2# x 1.2''. x 20$ A%&6 'l. 1.00 0.&9 0.&7 1.06 0.&9 9.20 0.04 8.71 0.&7TUE1/2*1.( To R. El:. 1/2# x 1.(''. x 20$ A%&6 'l. 1.00 0.48 0.4( 1.06 0.48 11.46 0.04 10.78 0.4(TUE1/2*2.0 To R. El:. 1/2# x 2.0''. x 20$ A%&6 'l. 1.00 0.64 0.(9 1.09 0.64 1(.24 0.04 1&.96 0.(9TUE(/8*0.9 To R. El:. (/8# x 0.9''. x 20$ A%&6 'l. 1.00 0.&& 0.&( 0.94 0.&& 6.26 0.0( 6.6( 0.&(TUE(/8*1.0 To R. El:. (/8# x 1.0''. x 20$ A%&6 'l. 1.00 0.40 0.&9 1.0& 0.40 7.(( 0.0( 7.&( 0.&9TUE(/8*1.2 To R. El:. (/8# x 1.2''. x 20$ A%&6 'l. 1.00 0.48 0.46 1.04 0.48 9.09 0.0( 8.7( 0.46TUE(/8*1.( To R. El:. (/8# x 1.(''. x 20$ A%&6 'l. 1.00 0.(8 0.(7 1.0& 0.(8 11.11 0.0( 10.79 0.(7TUE(/8*2.0 To R. El:. (/8# x 2.0''. x 20$ A%&6 'l. 0.01 0.76 0.74 1.0& 7(.8( 14.48 0.0( 14.07 7&.67TUE&/4*0.9 To R. El:. &/4# x 0.9''. x 20$ A%&6 'l. 1.00 0.&9 0.42 0.94 0.&9 6.2& 0.06 6.66 0.42TUE&/4*1.0 To R. El:. &/4# x 1.0''. x 20$ A%&6 'l. 1.00 0.48 0.46 1.0& 0.48 7.(7 0.06 7.&( 0.46TUE&/4*1.2 To R. El:. &/4# x 1.2''. x 20$ A%&6 'l. 1.00 0.(7 0.(( 1.0& 0.(7 9.08 0.06 8.78 0.((TUE&/4*1.( To R. El:. &/4# x 1.(''. x 20$ A%&6 'l. 1.00 0.71 0.69 1.04 0.71 11.&& 0.06 10.9& 0.69TUE&/4*2.0 To R. El:. &/4# x 2.0''. x 20$ A%&6 'l. 1.00 0.96 0.91 1.06 0.96 1(.26 0.06 14.40 0.91TUE7/8*0.9 To R. El:. 7/8# x 0.9''. x 20$ A%&6 'l. 1.00 0.44 0.49 0.91 0.44 6.07 0.07 6.64 0.49TUE7/8*1.0 To R. El:. 7/8# x 1.0''. x 20$ A%&6 'l. 1.00 0.(6 0.(4 1.0& 0.(6 7.(7 0.07 7.&7 0.(4TUE7/8*1.2 To R. El:. 7/8# x 1.2''. x 20$ A%&6 'l. 1.00 0.67 0.6( 1.0& 0.67 9.07 0.07 8.80 0.6(TUE7/8*1.( To R. El:. 7/8# x 1.(''. x 20$ A%&6 'l. 1.00 0.82 0.81 1.02 0.82 11.2( 0.07 10.98 0.81TUE7/8*2.0 To R. El:. 7/8# x 2.0''. x 20$ A%&6 'l. 1.00 1.11 1.06 1.0( 1.11 1(.18 0.07 14.46 1.06TUE1*0.9 To R. El:. 1# x 0.9''. x 20$ A%&6 'l. 1.00 0.(7 0.(6 1.02 0.(7 6.8& 0.08 6.66 0.(6

    TUE1*1.0 To R. El:. 1# x 1.0''. x 20$ A%&6 'l. 1.00 0.6& 0.62 1.02 0.6& 7.(7 0.08 7.40 0.62TUE1*1.2 To R. El:. 1# x 1.2''. x 20$ A%&6 'l. 1.00 0.76 0.74 1.02 0.76 9.0( 0.08 8.8( 0.74TUE1*1.( To R. El:. 1# x 1.(''. x 20$ A%&6 'l. 1.00 0.94 0.9& 1.02 0.94 11.26 0.08 11.06 0.9&

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    8/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 8 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    TUE1*2.0 To R. El:. 1# x 2.0''. x 20$ A%&6 'l. 1.00 1.27 1.2& 1.0& 1.27 1(.19 0.08 14.72 1.2&TUE1)1/4*0.9 To R. El:. 1)1/4# x 0.9''. x 20$ A%&6 'l. 1.00 0.71 0.70 1.02 0.71 6.82 0.10 6.67 0.70

    TUE1)1/4*1.0 To R. El:. 1)1/4# x 1.0''. x 20$ A%&6 'l. 1.00 0.79 0.78 1.02 0.79 7.(7 0.10 7.42 0.78TUE1)1/4*1.2 To R. El:. 1)1/4# x 1.2''. x 20$ A%&6 'l. 1.00 0.9( 0.9& 1.0& 0.9( 9.10 0.10 8.88 0.9&TUE1)1/4*1.( To R. El:. 1)1/4# x 1.(''. x 20$ A%&6 'l. 1.00 1.19 1.16 1.0& 1.19 11.&4 0.10 11.04 1.16TUE1)1/4*2.0 To R. El:. 1)1/4# x 2.0''. x 20$ A%&6 'l. 1.00 1.(9 1.(4 1.04 1.(9 1(.20 0.10 14.66 1.(4TUE1)1/2*0.9 To R. El:. 1)1/2# x 0.9''. x 20$ A%&6 'l. 1.00 0.86 0.8( 1.01 0.86 6.82 0.1& 6.72 0.8(TUE1)1/2*1.0 To R. El:. 1)1/2# x 1.0''. x 20$ A%&6 'l. 1.00 0.9( 0.94 1.01 0.9( 7.(( 0.1& 7.4( 0.94TUE1)1/2*1.2 To R. El:. 1)1/2# x 1.2''. x 20$ A%&6 'l. 1.00 1.14 1.12 1.01 1.14 9.06 0.1& 8.94 1.12TUE1)1/2*1.( To R. El:. 1)1/2# x 1.(''. x 20$ A%&6 'l. 1.00 1.42 1.40 1.01 1.42 11.27 0.1& 11.1& 1.40TUE1)1/2*2.0 To R. El:. 1)1/2# x 2.0''. x 20$ A%&6 'l. 1.00 1.8( 1.84 1.01 1.8( 14.74 0.1& 14.6( 1.84TUE1)&/4*0.9 To R. El:. 1)&/4# x 0.9''. x 20$ A%&6 'l. 1.00 1.00 0.99 1.01 1.00 6.8& 0.1( 6.74 0.99TUE1)&/4*1.0 To R. El:. 1)&/4# x 1.0''. x 20$ A%&6 'l. 1.00 1.11 1.10 1.01 1.11 7.(7 0.1( 7.48 1.10TUE1)&/4*1.2 To R. El:. 1)&/4# x 1.2''. x 20$ A%&6 'l. 1.00 1.&4 1.&2 1.02 1.&4 9.11 0.1( 8.97 1.&2TUE1)&/4*1.( To R. El:. 1)&/4# x 1.(''. x 20$ A%&6 'l. 1.00 1.66 1.64 1.01 1.66 11.29 0.1( 11.1( 1.64TUE1)&/4*2.0 To R. El:. 1)&/4# x 2.0''. x 20$ A%&6 'l. 1.00 2.22 2.17 1.02 2.22 1(.16 0.1( 14.82 2.17TUE2*0.9 To R. El:. 2# x 0.9''. x 20$ A%&6 'l. 1.00 1.14 1.1& 1.01 1.14 6.81 0.17 6.7( 1.1&TUE2*1.0 To R. El:. 2# x 1.0''. x 20$ A%&6 'l. 1.00 1.27 1.26 1.00 1.27 7.(6 0.17 7.(& 1.26TUE2*1.2 To R. El:. 2# x 1.2''. x 20$ A%&6 'l. 1.00 1.(2 1.(0 1.01 1.(2 9.0( 0.17 8.9( 1.(0TUE2*1.( To R. El:. 2# x 1.(''. x 20$ A%&6 'l. 1.00 1.90 1.87 1.01 1.90 11.&& 0.17 11.17 1.87TUE2*2.0 To R. El:. 2# x 2.0''. x 20$ A%&6 'l. 1.00 2.(4 2.49 1.02 2.(4 1(.14 0.17 14.8( 2.49TUE2)1/2*1.2 To R. El:. 2)1/2# x 1.2''. x 20$ A%&6 'l. 1.00 1.90 1.88 1.01 1.90 9.08 0.21 8.9( 1.88TUE2)1/2*1.( To R. El:. 2)1/2# x 1.(''. x 20$ A%&6 'l. 1.00 2.&6 2.&4 1.01 2.&6 11.27 0.21 11.16 2.&4TUE2)1/2*2.0 To R. El:. 2)1/2# x 2.0''. x 20$ A%&6 'l. 1.00 &.18 &.11 1.02 &.18 1(.19 0.21 14.8& &.11TUE&*1.2 To R. El:. x 1.2''. x 20$ A%&6 'l. 1.00 2.&( 2.2( 1.0( 2.&( 9.&( 0.2( 8.94 2.2(TUE&*1.( To R. El:. x 1.(''. x 20$ A%&6 'l. 1.00 2.84 2.81 1.01 2.84 11.29 0.2( 11.17 2.81TUE&*2.0 To R. El:. x 2.0''. x 20$ A%&6 'l. 1.00 &.80 &.7& 1.02 &.80 1(.11 0.2( 14.8( &.7&

    T*=+) N,!-+) , A,-+ LIV C"C.

    TU12*I- To !a' 1/2#x 20$ I-. A%(& 'l. 1.00 0.88 1.1( 0.76 0.88 1&.06 0.067 17.1& 1.147(4TU&4*I- To !a' &/4#x 20$ I-. A%(& 'l. 1.00 1.12 1.64 0.68 1.12 1&.&6 0.084 19.(2 1.6&9&4TU1*I- To !a' 1#x 20$ I-. A%(& 'l. 1.00 1.77 2.1& 0.8& 1.77 16.82 0.10( 20.&1 2.1&279TU1)14*I- To !a' 1.1/4#x 20$ I-. A%(& 'l. 1.00 2.&2 2.79 0.8& 2.&2 17.(6 0.1&2 21.1& 2.788(2TU1)12*I- To !a' 1.1/2#x 20$ I-. A%(& 'l. 1.00 2.76 &.28 0.84 2.76 18.14 0.1(2 21.(7 &.27869TU2*I- To !a' 2#x 20$ I-. A%(& 'l. 1.00 &.62 4.92 0.74 &.62 19.06 0.190 2(.91 4.9229(TU2)12*I- To !a' 2.1/2#x 20$ I-. A%(& 'l. 1.00 (.87 (.90 0.99 (.87 2(.(& 0.2&0 2(.67 (.90&28TU&*I- To !a' 20$ I-. A%(& 'l. 1.00 7.66 8.69 0.88 7.66 27.46 0.279 &1.14 8.688(2TU&)12*I- To !a' &.1/2#x 20$ I-. A%(& 'l. 1.00 8.77 10.20 0.86 8.77 27.(0 0.&19 &1.97 10.2TU4*I- To !a' 4#x 20$ I-. A%(& 'l. 1.00 11.10 12.9( 0.86 11.10 &0.92 0.&(9 &6.08 12.9(2(

    T*=+) , A,-+ STD S"C.

    TU12*ST, To !a' 1/2#x 20$ ST,. A%(& 'l. 1.00 1.16 1.&1 0.88 1.16 17.27 0.067 19.(7 1.&1148

    TU&4*ST, To !a' &/4#x 20$ ST,. A%(& 'l. 1.00 1.&0 1.64 0.79 1.&0 1(.46 0.084 19.(2 1.6&9&4TU1#*ST, To !a' 1#x 20$ ST,. A%(& 'l. 1.00 2.2& 2.&0 0.97 2.2& 21.28 0.10( 21.86 2.29(08TU1)14*ST, To !a' 1.1/4#x 20$ ST,. A%(& 'l. 1.00 2.(4 2.9( 0.86 2.(4 19.26 0.1&2 22.&( 2.9(082TU1)12*ST, To !a' 1.1/2#x 20$ ST,. A%(& 'l. 1.00 2.99 &.44 0.87 2.99 19.70 0.1(2 22.6( &.44262TU2*ST, To !a' 2#x 20$ ST,. A%(& 'l. 1.00 4.(8 4.92 0.9& 4.(8 24.09 0.190 2(.88 4.9180&TU2)12*ST, To !a' 2.1/2#x 20$ ST,. A%(& 'l. 1.00 (.97 6.2& 0.96 (.97 2(.97 0.2&0 27.08 6.229(1TU&*ST, To !a' 20$ ST,. A%(& 'l. 1.00 7.44 8.8( 0.84 7.44 26.67 0.279 &1.7& 8.8(246TU&)12*ST, To !a' &.1/2#x 20$ ST,. A%(& 'l. 1.00 10.(6 0.00 0.00 0.00 0.&19 &&.10 10.(6TU4*ST, To !a' 4#x 20$ ST,. A%(& 'l. 1.00 10.(( 1&.11 0.80 10.(( 29.&9 0.&(9 &6.(& 1&.1148

    T*=+) , A,-+ SC/40 S"C A36.

    TU12*S40 To !a' 1/2#x 20$ SCH 40 A%(& 'l. 1.00 1.6( 1.27 1.&0 1.6( 24.(6 0.067 18.90 1.266TU&4*S40 To !a' &/4#x 20$ SCH 40 A%(& 'l. 1.00 1.60 1.68 0.9( 1.60 19.0& 0.084 20.04 1.68&

    TU1#*S40 To !a' 1#x 20$ SCH 40 A%(& 'l. 1.00 &.20 2.(0 1.28 &.20 &0.48 0.10( 2&.79 2.498TU1)14*S40 To !a' 1 1/4#x 20$ SCH 40 A%(& 'l. 1.00 &.21 &.&8 0.9( &.21 24.&4 0.1&2 2(.62 &.&82TU1)12*S40 To !a' 1 1/2#x 20$ SCH 40 A%(& 'l. 1.00 &.8( 4.04 0.9( &.8( 2(.&( 0.1( 26.61 4.044TU2*S40 To !a' 2# x 20$ SCH 40 A%(& 'l. 1.00 (.7( (.44 1.06 (.7( &0.26 0.19 28.61 (.4&6TU2)12*S40 To !a' 2 1/2# x 20$ SCH 40 A%(& 'l. 1.00 8.19 8.62 0.9( 8.19 &(.60 0.2& &7.48 8.62TU*S40 To !a' x 20$ SCH 40 A%(& 'l. 1.00 12.1( 11.28 1.08 12.1( 4&.(( 0.28 40.4& 11.28TU&)12*S40 To !a' & 1/2# x 20$ SCH 40 A%(& 'l. 1.00 12.88 1&.(6 0.9( 12.88 40.&8 0.&2 42.(1 1&.(6TU4*S40 To !a' 4# x 20$ SCH 40 A%(& 'l. 1.00 16.(0 16.0( 1.0& 16.(0 4(.96 0.&6 44.71 16.0(TU6*S40 To !a' 6# x 20$ SCH 40 A%(& 'l. 1.00 28.70 28.2& 1.02 28.70 (4.2( 0.(& (&.&6 28.2&TU8*S40 To !a' 8# SCH 40 A%(& 'l. 1.00 4&.9( 42.48 1.0& 4&.9( 6&.79 0.69 61.6( 42.48TU10*S40 To !a' 10# SCH 40 A%(& 'l. 1.00 6(.00 60.2& 1.08 6(.00 7(.67 0.86 70.12 60.2&TU12#*S40 To !a' 12# SCH 40 A%(& 'l. 1.00 89.00 79.6( 1.12 89.00 87.2( 1.02 78.09 79.6(TU14*S40 To !a' 14# SCH 40 A%(& 'l. 1.00 97.62 9&.87 1.04 97.62 87.17 1.12 8&.81 9&.87TU16*S40 To !a' 16# SCH 40 A%(& 'l. 1.00 128.62 12&.67 1.04 128.62 100.48 1.28 96.62 12&.67TU18*S40 To !a' 18# SCH 40 A%(& 'l. 1.00 162.71 1(6.4( 1.04 162.71 112.99 1.44 108.6( 1(6.4(

    T*=+) , A,-+ SC/80 S"C A36.

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    9/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 9 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    TU1/2*S80 To !a' 1/2# SCH 80 x 20$ A%(& 'l. 1.00 &.0& 1.62 1.87 &.0& 4(.22 0.07 24.16 1.62TU&/4*S80 To !a' &/4# SCH 80 x 20$ A%(& 'l. 1.00 4.8& 2.19 2.20 4.8& (7.(0 0.08 26.11 2.19

    TU1#*S80 To !a' 1# SCH 80 x 20$ A%(& 'l. 1.00 4.68 &.2& 1.4( 4.68 44.(4 0.11 &0.78 &.2&TU1)1/4*S80 To !a' 1 1/4# SCH 80 x 20$ A%(& 'l. 1.00 7.60 4.46 1.70 7.60 (7.(8 0.1& &&.78 4.46TU1)1/2*S80 To !a' 1 1/2# SCH 80 x 20$ A%(& 'l. 1.00 7.42 (.04 1.47 7.42 48.8& 0.1( &&.18 (.04TU2*S80 To !a' 2# SCH 80 x 20$ A%(& 'l. 1.00 11.22 7.47 1.(0 11.22 (9.0( 0.19 &9.&& 7.47TU2)1/2*S80 To !a' 2 1/2# SCH 80 x 20$ A%(& 'l. 1.00 11.17 11.40 0.98 11.17 48.(7 0.2& 49.(7 11.40TU*S80 To !a' SCH 80 x 20$ A%(& 'l. 1.00 20.00 1(.2( 1.&1 20.00 71.68 0.28 (4.66 1(.2(TU4*S80 To !a' 4# SCH 80 x 20$ A%(& 'l. 1.00 21.84 22.29 0.98 21.84 60.8( 0.&6 62.09 22.29TU6*S80 To !a' 6# SCH 80 x 20$ A%(& 'l. 1.00 41.66 42.(1 0.98 41.66 78.7( 0.(& 80.&6 42.(1TU8*S80 To !a' 8# SCH 80 x 20$ A%(& 'l. 1.00 6&.&6 64.6( 0.98 6&.&6 91.96 0.69 9&.8& 64.6(TU10*S80 To !a' 10# SCH 80 x 20$ A%(& 'l. 1.00 94.04 9(.96 0.98 94.04 109.47 0.86 111.71 9(.96TU12*S80 To !a' 12# SCH 80 x 20$ A%(& 'l. 1.00 129.&7 1&2.01 0.98 129.&7 126.84 1.02 129.4& 1&2.01TU14*S80 To !a' 14# SCH 80 x 20$ A%(& 'l. 1.00 1(6.24 1(9.4& 0.98 1(6.24 1&9.(0 1.12 142.&( 1(9.4&TU16*S80 To !a' 16# SCH 80 x 20$ A%(& 'l. 1.00 200.0( 204.1& 0.98 200.0( 1(6.29 1.28 1(9.48 204.1&

    TU18*S80 To !a' 18# SCH 80 A%(& 'l. 1.00 264.98 2(4.79 1.04 264.98 184.02 1.44 176.94 2(4.79

    T*=+) I(+ AISI>304 S"C

    TU1*S40.SC.SS&04 To 1# SCH40 %S/C%SS%&04 'l. 1.00 18.00 2.(0 7.20 0.00 +,I-/0

    TU2*S40.SC.SS&04 To 2# SCH40 %S/C%SS%&04 'l. 1.00 60.94 (.4& 11.22 0.00 +,I-/0

    TU&*S40.SC.SS&04 To SCH40 %S/C%SS%&04 'l. 1.00 107.00 11.28 9.49 0.00 +,I-/0

    TU4*S40.SC.SS&04 To 4# SCH40 %S/C%SS%&04 'l. 1.00 180.08 16.0( 11.22 0.00 +,I-/0

    TU6*S40.SC.SS&04 To 6# SCH40 %S/C%SS%&04 'l. 1.00 &16.74 28.2& 11.22 0.00 +,I-/0

    T*=+) I(+ AISI>304 C"C

    TU1*S40.CC.SS&04 2D To 1# SCH40 %C/C%SS%&04 'l. 1.00 19.70 2.(0 7.88 0.00 +,I-/0

    TU2*S40.CC.SS&04 2D To 2# SCH40 %C/C%SS%&04 'l. 1.00 44.89 (.4& 8.27 0.00 +,I-/0

    TU2.1/2*S40.CC.SS&04 To 2)1/2# SCH40 %C/C%SS%&04 2D 'l. 1.00 67.90 8.62 7.88 0.00 +,I-/0

    TU&*S40.CC.SS&04 2D To SCH40 %C/C%SS%&04 'l. 1.00 88.6( 11.28 7.86 0.00 +,I-/0

    TU6*S40.CC.SS&04 2D To 6# SCH40 %C/C%SS%&04 2D 'l. 1.00 222.60 28.2& 7.89 0.00 +,I-/0

    T*=+) I(+ AISI>316 L S"C

    TU1*S40.SC.SS&16 To 1# SCH40 %S/C%SS%&16 'l. 1.00 4&.06 2.(0 17.22 0.00 +,I-/0

    TU1.1/2*S40.SC.SS&16 To 1)1/2# SCH40 %S/C%SS%&16 'l. 1.00 (&.(6 4.04 1&.26 0.00 +,I-/0

    TU2*S40.SC.SS&16 To 2# SCH40 %S/C%SS%&16 'l. 1.00 86.40 (.44 1(.88 0.00 +,I-/0

    TU2.1/2*S40.SC.SS&16 To 2)1/2# SCH40 %S/C%SS%&16 'l. 1.00 129.&0 8.62 1(.00 0.00 +,I-/0

    TU&*S40.SC.SS&16 To SCH40 %S/C%SS%&16 'l. 1.00 16(.00 11.28 14.6& 0.00 +,I-/0

    TU4*S40.SC.SS&16 To 4# SCH40 %S/C%SS%&16 'l. 1.00 19&.00 16.0( 12.02 0.00 +,I-/0

    TU6*S40.SC.SS&16 To 6# SCH40 %S/C%SS%&16 'l. 1.00 42&.4( 28.2& 1(.00 0.00 +,I-/0

    TU8*S40.SC.SS&16 To 8# SCH40 %S/C%SS%&16 'l. 1.00 622.&& 42.48 14.6( 0.00 +,I-/0

    TU10*S40.SC.SS&16 To 10# SCH40 %S/C%SS%&16 'l. 1.00 882.&7 60.2& 14.6( 0.00 +,I-/0

    TU12*S40.SC.SS&16 To 12# SCH40 %S/C%SS%&16 'l. 1.00 1)166.87 79.6( 14.6( 0.00 +,I-/0

    TU14*S40.SC.SS&16 To 14# SCH40 %S/C%SS%&16 'l. 1.00 1)&7(.20 9&.87 14.6( 0.00 +,I-/0TU16*S40.SC.SS&16 To 16# SCH40 %S/C%SS%&16 'l. 1.00 1)811.77 12&.67 14.6( 0.00 +,I-/0

    TU24*S40.SC.SS&16 To 24# SCH40 %S/C%SS%&16 'l. 1.00 &)7&2.67 2(4.79 14.6( 0.00 +,I-/0

    T*=+) , PVC SAP PESADO C15

    CU6*P-C1( Ca 6# P-C. SAP. PESA,B 'l. 1.00 0.00 +,I-/0 +,I-/0

    TU4*P-C1( To 4#x&'. P-C. SAP. PESA,B 'l. 1.00 0.00 +,I-/0 +,I-/0

    TU6*P-C1( To 6#x('. P-C. SAP. PESA,B 'l. 1.00 0.00 +,I-/0 +,I-/0TU8*P-C1( To 8#x('. P-C. SAP. PESA,B 'l. 1.00 0.00 +,I-/0 +,I-/0

    ITTING

    CB90*1)1/2*1(0*AC/S Coo 90 x 1)1/2# Solal) 1(0 ls) A:.C ". 1.00 &.00 +,I-/0 +,I-/0

    CB90*2*1(0*AC/S Coo 90 x 2# Solal) 1(0 ls) A:.C ". 1.00 4.00 +,I-/0 +,I-/0

    CB4(*6*1(0*AC/S Coo 4( x 6# Solal) 1(0 ls) A:.C ". 1.00 2(.60 +,I-/0 +,I-/0

    CB90*6*1(0*AC/S Coo 90 x 6# Solal) 1(0 ls) A:.C ". 1.00 2(.60 7.80 &.28 +,I-/0

    CB90*8*1(0*AC/S Coo 90 x 8# Solal) 1(0 ls) A:.C ". 1.00 (&.00 14.20 &.7& +,I-/0

    PERNOS? TUERCAS @ ARANDELAS

    P,-(+) %=,;% ,%!+(% 1.60

    PER1/4*2)14TA P"o !a' 1/4# x (( :/T < A;l. ". 1.00 0.1& 0.0& 4.27 2.&& ((.(( 0.00 1&.02 0.((

    PER1/4*2TA P"o !a' 1/4# x 2# :/T < A;l. ". 1.00 0.1& 0.0( 2.(6 2.(2 60.1( 0.00 2&.49 0.98PER1/4*2)12TA P"o !a' 1/4# x 2 1/2# :/T < A;l. ". 1.00 0.14 0.06 2.40 2.27 (4.1& 0.00 22.(( 0.94PER1/4*&TA P"o !a' 1/4# x :/T < A;l. ". 1.00 0.16 0.07 2.29 2.10 (0.12 0.00 21.9& 0.92PER1/4*4TA P"o !a' 1/4# x 4# :/T < A;l. ". 1.00 0.16 0.08 2.00 1.(7 &7.(9 0.00 18.80 0.79

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    10/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 10 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    PER&/8*1TA P"o !a' &/8# x 1# :/T < A;l. ". 1.00 0.1& 0.09 1.42 (.04 120.29 0.00 84.(8 &.(4PER&/8*1)12TA P"o !a' &/8# x 1 1/2# :/T < A;l. ". 1.00 0.1& 0.04 2.94 (.04 120.29 0.00 40.88 1.71

    PER&/8*2TA P"o !a' &/8# x 2# :/T < A;l. ". 1.00 0.1& 0.09 1.42 2.(2 60.1( 0.00 42.29 1.77PER&/8*2)12TA P"o !a' &/8# x 2 1/2# :/T < A;l. ". 1.00 0.1& 0.10 1.28 2.02 48.12 0.00 &7.(9 1.(7PER&/8*&TA P"o !a' &/8# x :/T < A;l. ". 1.00 0.16 0.11 1.4( 2.10 (0.12 0.00 &4.46 1.44PER&/8*4TA P"o !a' &/8# x 4# :/T < A;l. ". 1.00 0.16 0.12 1.&& 1.(7 &7.(9 0.00 28.19 1.18PER1/2*2)14TA P"o !a' 1/2# x (( :/T < A;l. ". 1.00 0.12 0.12 1.04 2.18 (2.08 0.00 (0.11 2.10PER1/2*1TA P"o !a' 1/2# x 1# :/T < A;l. ". 1.00 0.1& 0.08 1.(1 (.04 120.29 0.00 79.4( &.&&PER1/2*1)12TA P"o !a' 1/2# x 1 1/2# :/T < A;l. ". 1.00 0.&2 0.10 &.&1 8.40 200.49 0.00 60.66 2.(4PER1/2#*2TA P"o !a' 1/2# x 2# :/T < A;l. ". 1.00 0.1& 0.11 1.17 2.(2 60.1( 0.00 (1.26 2.1(PER1/2*2)12TA P"o !a' 1/2# x 2 1/2# :/T < A;l. ". 1.00 0.&2 0.12 2.6& (.04 120.29 0.00 4(.79 1.92PER1/2*&TA P"o !a' 1/2# x :/T < A;l. ". 1.00 0.42 0.1( 2.79 (.46 1&0.&2 0.00 46.77 1.96PER1/2#*4TA P"o !a' 1/2# x 4# :/T < A;l. ". 1.00 0.48 0.17 2.7( 4.72 112.77 0.00 41.0( 1.72PER(/8*1TA P"o !a' (/8# x 1# :/T < A;l. ". 1.00 0.48 0.18 2.71 9.4( 180.44 0.00 66.47 &.48PER(/8*1)&4TA P"o !a' (/8# x 1)&/4# :/T < A;l. ". 1.00 0.48 0.&9 1.2& 18.90 &60.87 0.00 292.46 7.66PER(/8*2TA P"o !a' (/8# x 2# :/T < A;l. ". 1.00 0.48 0.21 2.2( 9.4( 180.44 0.00 80.&4 4.21PER(/8*2)12TA P"o !a' (/8# x 2 1/2# :/T < A;l. ". 1.00 0.(6 0.2& 2.40 8.82 168.41 0.00 70.19 &.68PER(/8*&TA P"o !a' (/8# x :/T < A;l. ". 1.00 0.64 0.27 2.&( 8.40 160.&9 0.00 68.&7 &.(8PER(/8*4TA P"o !a' (/8# x 4# :/T < A;l. ". 1.00 0.80 0.29 2.7& 7.87 1(0.&6 0.01 (4.98 2.88PER&/4*2TA P"o !a' &/4# x 2# :/T < A;l. ". 1.00 0.72 0.&& 2.19 14.17 22(.(( 0.00 102.81 6.46PER&/4*2)12TA P"o !a' &/4# x 2 1/2# :/T < A;l. ". 1.00 0.80 0.&6 2.24 12.60 200.49 0.00 89.&( (.61PER&/4*&TA P"o !a' &/4# x :/T < A;l. ". 1.00 0.96 0.&8 2.49 12.60 200.49 0.00 80.&8 (.0(PER&/4*4TA P"o !a' &/4# x 4# :/T < A;l. ". 1.00 1.1( 0.44 2.61 11.&4 180.44 0.01 69.16 4.&(PER7/8*2TA P"o !a' 7/8# x 2# :/T < A;l. ". 1.00 0.80 0.(0 1.60 1(.7( 214.81 0.00 1&4.2( 9.84PER1#*2TA P"o !a' 1# x 2# :/T < A;l. ". 1.00 0.72 0.68 1.06 14.17 169.16 0.00 1(9.72 1&.&8PER1#*2)12TA P"o !a' 1# x 2 1/2# :/T < A;l. ". 1.00 0.80 0.7& 1.10 12.60 1(0.&6 0.01 1&7.27 11.(0PER1#*&TA P"o !a' 1# x :/T < A;l. ". 1.00 0.96 0.78 1.2& 12.60 1(0.&6 0.01 122.&0 10.2(PER1#*4TA P"o !a' 1# x 4# :/T < A;l. ". 1.00 1.1( 0.88 1.&1 11.&4 1&(.&& 0.01 10&.(9 8.68PER10&TA( P"o !a'. 1# x 7( '' Gao ( :/T

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    11/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 11 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    PER7/8*2TASS&16 P"o !a' 7/8# x 2# :/T < A;l. SS&16 ". 1.00 (.00 0.(0 10.00 98.4& 1)&42.(& 0.00 1&4.2( 9.84PER1#*2TASS&16 P"o !a' 1# x 2# :/T < A;l. SS&16 ". 1.00 4.(0 0.68 6.62 88.(8 1)0(7.2( 0.00 1(9.72 1&.&8

    PER1#*2)12TASS&16 P"o !a' 1# x 2 1/2# :/T < A;l. SS&16 ". 1.00 (.00 0.7& 6.8( 78.74 9&9.77 0.01 1&7.27 11.(0PER1#*&TASS&16 P"o !a' 1# x :/T < A;l. SS&16 ". 1.00 6.00 0.78 7.68 78.74 9&9.77 0.01 122.&0 10.2(PER1#*4TASS&16 P"o !a' 1# x 4# :/T < A;l. SS&16 ". 1.00 7.20 0.88 8.16 70.87 84(.80 0.01 10&.(9 8.68

    P,-(+) /ILTI

    HS M8/20 P"o HITI 12'' x 9(''. x 0)762 To". ". 1.00 0.8( 0.06 14.17 0.00 90.9(HS M8/40 P"o HITI 12'' x 10(''. x 0)762 To". ". 1.00 1.&( 0.09 1(.00 0.00 7(.79HS M10/20 P"o HITI 1('' x 107''. x 1)1 To". ". 1.00 1.8( 0.12 1(.42 0.00 181.89HS M10/40 P"o HITI 1('' x 127''. x 1)1 To". ". 1.00 2.(0 0.1( 16.67 0.00 126.&1

    P,-(+) A,(

    PERM10*20AENTA P"o All" M10x20 ". 1.00 0.40 0.10 4.00 0.00 1(1.(8

    PERM12*&0AENTA P"o All" M12x&0 ". 1.00 0.(0 0.12 4.17 0.00 101.0(P,-(+) %=,;% %,%(%%P"o all !a' 1/2# x 127 '' :/ < a" ". 1.00 1.06 +,I-/0 +,I-/0

    P"o all :/All" !". M8x7( :/:a < aa".,IN ( ". 1.00 &.(0 +,I-/0 +,I-/0

    P"o all !a'12.7x127 :/:a

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    12/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 12 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    EB%*,&%*-%)

    E';aaa No;" 1/16# '2. 1.00 4(.00 8.00 (.6& 0.28 28.29

    M*,)% C+--,;%Ms:a Co!a SAE 1020 " 1.00 &0.00 +,I-/0 +,I-/0

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    13/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 1& 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    TR4*0)4(G P:o TR4x4(x0.4(0x9(0x Gal. '2 1.00 7.&& 4.90 1.(0 2.90TR4*0)(PP P:o TR4x4(x0.(0x9(0x P. P!"ao '2 1.00 10.84 4.90 2.21 2.90

    TR4*0)6G P:o TR4x4(x0.60x9(0x Gal. '2 1.00 9.(6 (.9( 1.61 &.(2TPCC&0*0)&0G T:"o;a"l CC&0 x20x0.&0x&00x Gal. '2 1.00 7.99 2.2( &.(( 1.&&TPCC&0*0)&0P T:"o;a"l CC&0 x20x0.&0x&00x P;!". '2 1.00 7.99 2.2( &.(( 1.&&

    ACD2(890&C A:oDlo: 2( x 890 x &000 Colos '2 1.00 11.&7 +,I-/0 +,I-/0 0.00ACD2(890(C A:oDlo: 2( x 890 x (000 Colos '2 1.00 11.&7 +,I-/0 +,I-/0 0.00ACD2(890(N A:oDlo: 2( x 890 x (000 Naal '2 1.00 10.84 +,I-/0 +,I-/0 0.00IT(00&0660A I"sa:@o (0x 0.&0 x 660 x AlF!":. '2 1.00 7.91 0.00IT(0040660A I"sa:@o (0x 0.40 x 660 x AlF!":. '2 1.00 9.17 0.00CIT1(0G Ca"ala IT L 1(0x1(0 Caaas Gal. 'l 1.00 &.97 0.00CIT1(0A Ca"ala IT L 1(0x7( R:a"g. AlF!":. 'l 1.00 6.6& 0.00CUIT2&0G C'as ITL 2&0 'l 1.00 &.42 0.00TRAS18&110 Tasl:!o =!a -!!o 1)8&x1)10 ;$ EGGB '2 1.00 12.00 2.(0 4.80 +,I-/0 1.48

    ACR41200&000 Pla":@a A:!l:a !sa 4'')x1)2x&)0'. Ta"s;. '2 1.00 1(.00 (.00 &.00 1.00 (.00 2.96

    IPP-4*0(F" I"sa;a"l P-4 x 1.0'. x 0.(''. F!":. '2 1.00 8.(0 2.(0 &.40 +,I-/0 1.48IPD2*0(F" I"saoa"l D2 x 0)4('. x 0)('' F!":. '2 1.00 10.00 (.00 2.00 +,I-/0 2.96

    GANC/OS PARA CO

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    14/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 14 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    S!Na S!l!:ao So!o Kg. 1.00 1.1( 1.00 1.1( 1.00

    TB To:

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    15/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 1( 01/07/2016

    MASTER DE PRECIOS UNITARIOS DE MATERIALESVIGENCIA : NOV'98

    1 2 3 4 5 6 7 8 9 10 11 12COD. DESCRIPCION UNID. CANT. P.UNIT. PE.UNIT. PRECIO PRECIO PRECIO AREA PESO PESO

    US$ !. US$"#G. US$"ML. US$"M2. M2"ML. #G."M2. #G."ML.

    DSB1)1/2*1(0 SS&16 D!a Sl!; B" 1)1/2# % 1(0 ;s!. SS&16 ". 1.00 27.20 2.72 10.00 0.0&

    DSB2*1(0 SS&16 D!a Sl!; B" 2# % 1(0 ;s!. SS&16 ". 1.00 4(.00 &.18 14.1( 0.0&

    DSB&*1(0 SS&16 D!a Sl!; B" % 1(0 ;s!. SS&16 ". 1.00 80.00 (.90 1&.(6 0.0(DSB4*1(0 SS&16 D!a Sl!; B" 4# % 1(0 ;s!. SS&16 ". 1.00 120.00 9.99 12.01 0.06

    DSB6*1(0 SS&16 D!a Sl!; B" 6# % 1(0 ;s!. SS&16 ". 1.00 180.00 17.71 10.16 0.08

    DSB8*1(0 SS&16 D!a Sl!; B" 8# % 1(0 ;s!. SS&16 ". 1.00 248.00 26.&& 9.42 0.11

    DSB10*1(0 SS&16 D!a Sl!; B" 10# % 1(0 ;s!. SS&16 ". 1.00 &67.70 &6.77 10.00 0.14

    DSB12*1(0 SS&16 D!a Sl!; B" 12# % 1(0 ;s!. SS&16 ". 1.00 409.09 40.91 10.00 0.20

    DSB14*1(0 SS&16 D!a Sl!; B" 14# % 1(0 ;s!. SS&16 ". 1.00 477.27 47.7& 10.00 0.20

    DSB16*1(0 SS&16 D!a Sl!; B" 16# % 1(0 ;s!. SS&16 ". 1.00 (22.7& (2.27 10.00 0.20

    DSB24*1(0 SS&16 D!a Sl!; B" 24# % 1(0 ;s!. SS&16 ". 1.00 8(0.00 8(.00 10.00 0.20

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    16/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 16 01/07/2016

    13ESP.

    ADICIONALES : SOPORTES DE TEC/O

    UNID. CANT. P.UNIT. P.TOTAL

    US$ US$

    Ma!al 1.1/2# x 1/8# Pa. 4.00 7.9( &1.80

    Solaa g. (.00 2.10 10.(0

    Bos Es. 10.0O &1.80 &.18

    MANB ,E BDRA

    A

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    17/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 17 01/07/2016

    13ESP.

    ! 10

    ! 10

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    18/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 18 01/07/2016

    13ESP.

    aa 2g >o!"J x 0)(x%J x

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    19/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 19 01/07/2016

    13ESP.

    0.641.061.(92.002.&8&.184.77

    6.&(

    8.009.(&

    12.70

    1(.87

    19.00

    2(.40

    28.(0

    &1.(0&8.00

    (0.(0

    60.00

    0.&00.40

    0.47

    0.64

    0.79

    0.94

    1.06

    1.27

    1.(9

    &.18(

    6.48.009.(0

    12.(01(.8719.0022.002(.40&1.(0&(.00&7.0040.00(1.(0

    60.00

    9.(&

    1(.87

    19.00

    2(.40

    &1.(0

    (1.(0

    0.64

    1.06

    1.(92.&8

    &.18

    4.77

    6.&(

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    20/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 20 01/07/2016

    13ESP.

    8.00

    8.00

    9.(&

    76.00

    &1.(0

    0.64

    1.06

    1.(9

    2.&8

    &.18

    4.77

    6.&(

    8.009.(&

    12.70

    16.00

    19.00

    2(.40

    2.&8

    &.18

    4.77

    6.&(

    8.0012.70

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    21/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 21 01/07/2016

    13ESP.

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    22/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 22 01/07/2016

    13ESP.

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    23/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 2& 01/07/2016

    13ESP.

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    24/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 24 01/07/2016

    13ESP.

    0.08

    0.08

    0.09

    0.10

    0.10

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    25/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 2( 01/07/2016

    13ESP.

    0.08

    0.08

    0.080.08

    0.10

    0.10

    0.08

    0.08

    0.20

    0.08

    0.20

    0.26

    0.&0

    0.&0

    0.&0

    0.&0

    0.&(

    0.40

    0.(0

    0.4(

    0.(0

    0.60

    0.72

    0.(0

    0.4(

    0.(0

    0.60

    0.72

    1.0(

    1.10

    0.&8

    0.60

    0.7(

    0.(0

    0.&(

    &.40

    0.10

    0.(0

    1.10

    1.10

    2.70

    0.08

    0.08

    0.09

    0.10

    0.10

    0.08

    0.08

    0.08

    0.08

    0.100.10

    0.08

    0.08

    0.20

    0.08

    0.20

    0.26

    0.&0

    0.&0

    0.&0

    0.&0

    0.&(

    0.400.(0

    0.4(

    0.(0

    0.60

    0.72

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    26/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 26 01/07/2016

    13ESP.

    0.(0

    0.4(0.(0

    0.60

    0.72

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    27/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 27 01/07/2016

    13ESP.

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    28/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 28 01/07/2016

    13ESP.

    INSTAACIBN

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    29/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 29 01/07/2016

    13ESP.

    98/10/16

    98/10/16

    98/11/10 6.00

    98/11/10 7.00

    98/11/10 8.00

    98/10/16 &.00

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    30/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &0 01/07/2016

    13ESP.

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    31/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &1 01/07/2016

    P,)+! A-,% 2

    4&.00 4.(0

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    32/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &2 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    33/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. && 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    34/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &4 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    35/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &( 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    36/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &6 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    37/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &7 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    38/71

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    39/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. &9 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    40/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 40 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    41/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 41 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    42/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 42 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    43/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 4& 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    44/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 44 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    45/71

    HAUG S.A. AREA TECNICA

    299971409.xls / MASTER / GPG Pag. No. 4( 01/07/2016

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    46/71

    IMECONS.A. DPTO. TECNICO

    I"s'os/GPG 46/71 01/07/2016

    PRECIOS DE INSUMOS EN NUEVOS SOLES:ga L IMA AT.1

    M =:@a L 11%No%08E CODE DESCRIPCION UNIT C+)&+ S". Coso Coso CANT. COSTOBP ,IA USQ/HR USQ/HR UN USQ

    MANO DE O

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    47/71

    IMECONS.A. DPTO. TECNICO

    I"s'os/GPG 47/71 01/07/2016

    PRECIOS DE INSUMOS EN NUEVOS SOLES:ga L IMA AT.1

    M =:@a L 11%No%08E CODE DESCRIPCION UNIT C+)&+ S". Coso Coso CANT. COSTOBP ,IA USQ/HR USQ/HR UN USQ

    40 E40 Tool!o HM 69.69 2.81 2.81 0.00 0.0041 E41 E":oao s;:!al HM 1.0( 0.04 0.04 0.00 0.0042 E42 Ca'!" 10 o" HM 480.00 19.&( 19.&( 0.00 0.004& E4& Rox:aao s/lla"as 1 a M& 69.29 22.&( 22.&( 0.00 0.0011 M11 T!a ;aa >aX" M& 0.00 0.00 0.00 0.0012 M12 A!'ao M& (0.29 16.22 16.22 0.00 0.001& M1& ,s'o" M& 12.00 &.87 &.87 0.00 0.0014 M14 =!o 1/4# Ala'o" KG 1.98 0.64 0.64 0.00 0.001( M1( =!o &/8# Cogao KG 1.44 0.47 0.47 0.00 0.0016 M16 =!o 1/2# Cogao KG 1.47 0.48 0.48 0.00 0.0017 M17 =!o (/8# Cogao KG 1.4( 0.47 0.47 0.00 0.0018 M18 Ala' "go + 8 KG 2.4( 0.79 0.79 0.00 0.00

    19 M19 Ala' "go + 12 KG 2.4( 2.8( 0.79 0.79 0.00 0.0020 M20 Ala' "go + 16 KG 2.4( 0.79 0.79 0.00 0.0021 M21 Claos KG 2.10 2.&0 0.68 0.68 0.00 0.0022 M22 =!o a"gla < ;la!"as KG 2.17 0.70 0.70 0.00 0.002& M2& R!ls a:o 8( l/

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    48/71

    IMECONS.A. DPTO. TECNICO

    I"s'os/GPG 48/71 01/07/2016

    PRECIOS DE INSUMOS EN NUEVOS SOLES:ga L IMA AT.1

    M =:@a L 11%No%08E CODE DESCRIPCION UNIT C+)&+ S". Coso Coso CANT. COSTOBP ,IA USQ/HR USQ/HR UN USQ

    &9 M&9 a!llo Iao 14x12x24 UN, 0.00 0.00 0.00 0.0040 M40 a!llo ;oa" 14x12x24 UN, 0.00 0.00 0.00 0.0041 M41 a!llo :o!" 6x12x24 UN, 0.00 0.00 0.00 0.0042 M42 a!llo ;a"a UN, 0.00 0.00 0.00 0.004& M4& a!llo ;aslo a 'a"o UN, 0.00 0.00 0.00 0.0044 M44 a!llo ;aslo a 'a!"a UN, 0.00 0.00 0.00 0.004( M4( a!llo @:o 1(?&0?&0 UN, 0.00 0.00 0.00 0.0046 M46 a!llo @:o 20?&0?&0 UN, 0.00 0.00 0.00 0.0047 M47 a!llo @:o 2(?&0?&0 UN, 0.00 0.00 0.00 0.0048 M48 T>a (x&2 UN, 0.00 0.00 0.00 0.0049 M49 Paao's 20x20x40 UN, 0.00 0.00 0.00 0.00 0.00(0 M(0 Paao's 10x UN, 0.00 0.00 0.00 0.00 0.00

    ": a"a x a":a . . . .(2 M(2 -":!a"a &0x&0 Rs!:a o g!s M2 0.00 0.00 0.00 0.00(& M(& -":!a"a g!s 40x40 M2 0.00 0.00 0.00 0.00(4 M(4 Co"ao:alo ":!a"o M 0.00 0.00 0.00 0.00(( M(( =aga ;aa lo:a KG 0.00 0.00 0.00 0.00(6 M(6 Pla":@a 'a'ol 1(x&0 M2 0.00 0.00 0.00 0.00(7 M(7 Ma

  • 7/25/2019 Ppto ACU Montaje Torre-Rev.1-Monto Rebajado

    49/71

    IMECONS.A. DPTO. TECNICO

    I"s'os/GPG 49/71 01/07/2016

    PRECIOS DE INSUMOS EN NUEVOS SOLES:ga L IMA AT.1

    M =:@a L 11%No%08E CODE DESCRIPCION UNIT C+)&+ S". Coso Coso CANT. COSTOBP ,IA USQ/HR USQ/HR UN USQ

    1&( M1&( -a:!o '2 7.7( 2.(0 2.(0 0.00 0.001&6 M1&6 Pa H!os!:a g 0.00 0.00 0.00 0.00 0.001&7 M1&7 Go '& 11)6(6.00 &)760.00 &)760.00 0.(0 1)89&.281&8 M1&8 Ma!al a:o al Cao"o A&6 Kg &.41 1.10 1.10 0.00 0.001&9 M1&9 a"a M!"al '& 2&.2( 7.(0 7.(0 0.00 0.00140 M140 P:al"a'!"o g 2.11 0.68 0.68 0.00 0.00141 M141 Ulaso"!o ' &1.00 10.00 10.00 0.00 0.00142 M142 Pa!:las Mag"!:as ' 12.40 4.00 4.00 0.00 0.0014& M14& Pa a Poas " 88&.(0 28(.00 28(.00 0.00 0.00144 M144 P!"a E;ox!:a P!'%I"!oJ GN 2&7.89 76.74 76.74 0.00 0.0014( M14( P!"a E;ox!:a A:aao%I"!oJ GN 6(.72 21.20 21.20 0.00 0.00146 M146 Pa;l Do" Rollo 9&.00 &0.00 &0.00 0.00 0.00147 M147 T!"as I';soa " 1&9.(0 4(.00 4(.00 0.00 0.00148 M148 T!"as Plo " 2&2.(0 7(.00 7(.00 0.00 0.00149 M149 P:al"a'!"o Ma"al g 0.12 0.04 0.04 0.00 0.001(0 M1(0 Pa!:las Mag"!:as ' 8.06 2.60 2.60 0.00 0.001(1 M1(1 Solaa E7018 0.020 KG 10.(4 &.40 &.40 2)&8&.72 8)104.6(

    1(2 M1(2 P!"a E;ox!:a P!'%Ex!oJ GN 2&9.94 77.40 77.40 0.00 0.001(& M1(& P!"a E;ox!:a A:aao%Ex!oJ GN 88.04 28.40 28.40 0.00 0.00

    1(4 M1(4 Solaa =CA5 SA5 0.(O KG 20.1( 6.(0 6.(0 0.00 0.001(( M1(( :@aa C'"o A:aao%Ex!oJ GN 18.4( (.9( (.9( 0.00 0.001(6 M1(6 R>!lla 1.1/4# x &/16#) ASTM A&6) a '!a Kg 9.12 2.94 2.94 0.00 0.001(7 M1(7 Tos < P!ls ;aa Daa"as) ASTM A(&/A Kg (.76 1.86 1.86 0.00 0.001(8 M1(8 R>!lla 1.1/4#) =RP M2 77(.00 2(0.00 2(0.00 0.00 0.001(9 M1(9 S>ao Ga!"g ?%=CM HITI o s!'!la " (.(8 1.80 1.80 0.00 0.00160 M160 Ma!al Es:as !!a"as ASTM A&6 Kg (.66 1.8& 1.8& 0.00 0.00161 M161 Ma!al Es:as M!a"as ASTM A&6 Kg (.47 1.76 1.76 0.00 0.00162 M162 Ma!al Es:as Psaas ASTM A&6 Kg (.1( 1.66 1.66 0.00 0.0016& M16& Coa !;o PRECBR Kg (.21 1.68 1.68 0.00 0.00164 M164 P!l Roaa) Ma!al RS(2.& Kg 7.7( 2.(0 2.(0 0.00 0.0016( M16( R!ls ASCE x 60 /) :/o!" Das Kg 9.92 &.20 &.20 0.00 0.00166 M166 Cl!;s < P"os ;aa R!l U" 1(.(0 (.00 (.00 0.00 0.00167 M167 P"os ;aa R!l U" 9.&0 &.00 &.00 0.00 0.00

    168 M168 C:o Malla T>!a Gal 2#x2#) 12A5G U" (.89 1.90 1.90 0.00 0.00169 M169 A@s! a":@o ol CS) &/4#x4#) H!l! U" 2&.2( 7.(0 7.(0 0.00 0.00170 M170 A@s! a":@o ol CS) (/8#x4#) H!l! U" 20.1( 6.(0 6.(0 0.00 0.00171 M171 A@s! a":@o ol CS) &/4#x4#) H!l! U" 2&.2( 7.(0 7.(0 0.00 0.00172 M172 A@s! a":@o ol SS&04) &a