casa pradera

7/26/2019 Casa Pradera

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METRADO DE ESTRUCTURAS

OBRA VIVIENDA UNIFAMILIARPROPIETARIO SRA.MIRIAM VASQUEZ RAMOS Y ESPOSOFECHA

CODIGO DESCRIPCIN UND.

OE.1 OBRAS PROVISIONALES , TRABAJOS PRELIMINARES, SEGURIDAD Y SALUDOE.1.1 OBRAS PROVISIONALES,TRABAJOS PRELIMINARESOE.1.1.1 CONSTRUCCIONES PROVISIONALESOE.1.1.1.2 Almacn GlbOE.1.1.1.8 Cartl! Und

OE.1.1.2 INSTALACIONES PROVISIONALESOE.1.1.2.1 A"#a $ara la C%n!tr#cc&'n GlbOE.1.1.2.( Enr")a Elctr&ca Glb

OE1.1.3 TRABAJOS PRELIMINARESOE.1.1.3.1 LIMPIEA DEL TERRENOOE.1.1.(.1.1 El&m&nac&'n * +a!#ra , lmnt%! !#lt%! , l&-&an%! !3

OE.1.1." TRAOS, NIVELES Y REPLANTEOOE.1.1..1 Tra/%!0 -&l! , R$lant% Prl&m&nar !2

OE.2 ESTRUCTURASOE.2.1 MOVIMIENTOS DE TIERRAOE.2.1.2 E#CAVACIONESOE2.1.2.1 Eca-ac&%n * C&!trna m(

OE.2.1.2.2 Eca-ac&'n * Zan3a! m(OE.2.1.2.2.1 Eca-ac&'n * Za$ata! m(


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Z41Z42

OE.2.1.2.2.2 Eca-ac&'n * C&m&nt%! C%rr&*%! m(

E3 1410 ntr 3 A4A , C4CE3 242 ntr 3 B4B , C4CE3 (4( ntr 3 A4A , C4CEntr 3 (4(0 545 , 3 A4A0 B4BE3 545 ntr 3 A4A , B4B


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Entr 3 5450 646 , 3 A4A0 C4CE3 747 ntr 3 A4A , C4CE3 A4A ntr 3 141 , 747E3 B4B ntr 3 141 , 747E3 C4C ntr 3 141 , 747


Entr 3 2420 (4( , 3 B4BEca-ac&'n * V&"a! * C&mntac&'n m(E3 242E3 B4BE3 545E3 646E3 646E3 B4BEca-ac&'n $ara c&m&nt% * E!calra m(V$l%!&n &'()*)d$ +n E+-$n)!&n/$T$/)l d& V$l%!&n 0 2 d& E+-$n)!&n/$ !3

3.4. RELLENOS9(.95.91 Rlln%! c%n matr&al $r%$&% m(

Z41Z42E3 1410 ntr 3 A4A , C4CE3 242 ntr 3 B4B , C4CE3 (4( ntr 3 A4A , C4CEntr 3 (4(0 545 , 3 A4A0 B4BE3 545 ntr 3 A4A , B4BEntr 3 5450 646 , 3 A4A0 C4CE3 747 ntr 3 A4A , C4CE3 A4A ntr 3 141 , 747


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E3 B4B ntr 3 141 , 747E3 C4C ntr 3 141 , 747Entr 3 2420 (4( , 3 B4B

Rlln% * V&"a! * C&mntac&'n m(E3 242E3 B4BE3 545E3 646


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E3 646E3 B4BV$l%!&n d& R&ll&n$ +n A+&n/)!&n/$T$/)l d& V$l%!&n ) 5&ll&n)5 ($n ,6 )+&n/)!&n/$ !3


9(.95.92 Rlln% c%n matr&al * $r!tam% m(Z41Z42E3 1410 ntr 3 A4A , C4CE3 242 ntr 3 B4B , C4CE3 (4( ntr 3 A4A , C4CEntr 3 (4(0 545 , 3 A4A0 B4BE3 545 ntr 3 A4A , B4BEntr 3 5450 646 , 3 A4A0 C4CE3 747 ntr 3 A4A , C4CE3 A4A ntr 3 141 , 747E3 B4B ntr 3 141 , 747E3 C4C ntr 3 141 , 747Entr 3 2420 (4( , 3 B4BRlln% * V&"a! * C&mntac&'n m(E3 242E3 B4BE3 545E3 646E3 646E3 B4BV$l%!&n d& R&ll&n$ ($n !)/&5)l -57+/)!$T$/)l d& V$l%!&n ) 5&ll&n)5 ($n ," )+&n/)!&n/$ -)5) )5&n)+ !3


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3.. ELIMINACIN DE MATERIAL E#CEDENTEV%l. : Eca-ac&'n 4 V%l *. Rlln% !3

3.8. NIVELACIN INTERIOR Y APISONADOV%l#mn E;ct&-% a Rllnar c%n matr&al $r!tam% m(V%l#mn a rllnar c%n 90< a!ntam&nt% $ara arna! m(V%l. Rllnar Intr&%r 4 V%l. Rllnar c&mntac&'n !3


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4.. OBRAS DE CONCRETO SIMPLE4.1. CIMIENTOS CORRIDOS 191 0 3 PG : 8; m(


E3 1410 ntr 3 A4A , C4CE3 242 ntr 3 B4B , C4CE3 (4( ntr 3 A4A , C4CEntr 3 (4(0 545 , 3 A4A0 B4BE3 545 ntr 3 A4A , B4BEntr 3 5450 646 , 3 A4A0 C4CE3 747 ntr 3 A4A , C4CE3 A4A ntr 3 141 , 747E3 B4B ntr 3 141 , 747E3 C4C ntr 3 141 , 747Entr 3 2420 (4( , 3 B4BT%tal * -%l#mn n c&m&nt%! c%rr&*%! !3

95.91.91 S%la*% $ara C&m&nt% C%rr&*% !20

4.3. SOLADO PARA APATAS 1912 m2Z41Z42

T%tal !%la*% $ara /a$ata! m/cla 1=12 !2

4..91 C%ncrt% m/cla 1=8 ? 26< * PM @( m(

E3 1410 ntr 3 A4A , C4CE3 (4( ntr 3 A4A , C4CEntr 3 (4(0 545 , 3 A4A0 B4B


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E3 545 ntr 3 A4A , B4BEntr 3 5450 646 , 3 A4A0 C4CE3 747 ntr 3 A4A , C4CE3 A4A ntr 3 141 , 747E3 B4B ntr 3 141 , 747E3 C4C ntr 3 141 , 747Entr 3 2420 (4( , 3 B4BT%tal c%ncrt% m/cla 1=8 ? 26< * PM @( !3

95.9>.92 Enc%;ra*% , :!nc%;ra*% m2E3 1410 ntr 3 A4A , C4CE3 (4( ntr 3 A4A , C4CEntr 3 (4(0 545 , 3 A4A0 B4BE3 545 ntr 3 A4A , B4B


Entr 3 5450 646 , 3 A4A0 C4CE3 747 ntr 3 A4A , C4CE3 A4A ntr 3 141 , 747E3 B4B ntr 3 141 , 747E3 C4C ntr 3 141 , 747Entr 3 2420 (4( , 3 B4BT%tal nc%;ra*% , *!nc%;ra*% * !%+rc&m&nt% !2

.. OBRAS DE CONCRETO ARMADO.2. APATAS96.92.91 C%ncrt% n /a$ata! ;c219 D"cm2 m(


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Z41Z42T%tal c%ncrt% arma*% n /a$ata! !3

.3. VIGAS DE CIMENTACIN96.9(.91 C%ncrt% n -&"a! * c&mntac&'n ;c219 D"cm2 m(

E3 242E3 B4BE3 545

E3 646E3 646E3 B4BT%tal c%ncrt% arma*% n -&"a! * c&mntac&'n !3

96.9(.92 Enc%;ra*% , :!nc%;ra*% m2E3 242E3 B4BE3 545E3 646E3 646

E3 B4B


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T%tal nc%;ra*% , *!nc%;ra*% n -&"a! * c&mntac&'n !2


..91 C%ncrt% ;c219 D"cm2 m(

Pr&mr P&!%C41C41C42C42

C4(S"#n*% P&!%C41C42A/%taC41C42T%tal c%ncrt% ;c219 D"cm2 !3

96.9>.92 Enc%;ra*% , :!nc%;ra*% m2Pr&mr P&!%

C41C41C42C42C4(S"#n*% P&!%C41


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C42A/%taC41

C42T%tal nc%;ra*% , *!nc%;ra*% !2

.6. VIGAS96.98.91 C%ncrt% ;c219 D"cm2 m(


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VP 4 191VP 4 1910 E3 242VP 4 1910 E3 (4(VP 4 1910 E3 545VP 4 1910 E3 646


V4AV4AV4AV4AV4AV4SV4S

V4SV4ST%tal c%ncrt% n V&"a ;c219 D"cm2 !3

96.98.92 Enc%;ra*% , :!nc%;ra*% m2VP 4 191VP 4 191V4AV4AV4SV4S

V4SV4ST%tal nc%;ra*% , *!nc%;ra*% n -&"a! !2

.". LOSAS96.9.92 %!a! Al&"ra*a!96.9.92.91 C%ncrt% ;c219 D"cm2 m(


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1G P&!%2G P&!%A/%ta

V%l#mn * c%ncrt%96.9.92.95 mr% * la*r&ll%!V%l#mn # %c#$an la*r&ll%! m(V%l#mn t%tal m(V%l#mn * c%ncrt% * %!a ;c219 D"cm2 !3


14/78

96.9.92.92 Enc%;ra*% , :!nc%;ra*% m21G P&!%2G P&!%A/%taT%tal nc%;ra*% , *!nc%;ra*% !2


.1. ESCALERAS96.19.91 C%ncrt% ;c219 D"cm2 m(

Pr&mr Tram%S"#n*% Tram%Trcr Tram%V%l#mn T%tal * c%ncrt% ;c219 D"cm2 !3

96.19.92 Enc%;ra*% , :!nc%;ra*% m2

Tram% 1 Jram$aKarran# *!* n&-l * $&!% a la ram$ac%ntra$a!%!Tram% 2*!can!%ram$ac%ntra$a!%!Tram% (*!can!%ram$a

c%ntra$a!%!E+()l&5) d&l 2= N*&l ) l) A>$/&)Tram% 1 Jram$aKc%ntra$a!%!Tram% 2*!can!%ram$a


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c%ntra$a!%!Tram% (*!can!%

ram$ac%ntra$a!%!T%tal nc%;ra*% , :!nc%;ra*% !2

.11. ESTRUCTURAS ESPECIALES


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96.11.92 C&!trna! S#+trrLna!96.11.92.91 C%ncrt% ;c 219 D"cm2 m(


T%tal -%l#mn * c%ncrt% !396.11.92.92 Enc%;ra*% , :!nc%;ra*% m2

T%tal nc%;ra*% , *!nc%;ra*% !2


17/78


18/78

HOA N 1 :E 1PAO N E491HECHO PORREVISA:OR POR = I.SOSA SA:OVA RICAR:O

CANT. LARGO ANC?O ALTURA SUB TOTAL TOTAL

1 1.99 1.1 1.99 1.

1 1.99 1.

1 1.99 1.

1 1>.69 8.26 9.19 15.55 14.44

1>.69 8.26 155.(8 144.36

2.69 2.99 2.29 11.99


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5 1.29 1.29 1.29 7.112 1.99 1.99 1.29 15.59

1 8.99 9.69 1.99 5.991 1.8 9.69 1.99 9.1 5. 9.69 1.99 2.51 >.99 9.69 1.99 (.691 (.12 9.69 1.99 1.67


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1 8.28 9.69 1.99 5.151 6.5 9.69 1.99 2.>51 11.69 9.69 1.99 6.>61 5.(9 9.69 1.99 2.161 11.69 9.69 1.99 6.>6


1.(8 1.99 1.(8

1 2.1 9.26 9.89 9.681 1.72 9.26 9.89 9.(21 1.8 9.26 9.89 9.591 1.8 9.26 9.89 9.591 2.68 9.26 9.89 9.62

1 9.89 9.26 9.89 9.171 1.99 9.69 9.89 9.59

7.6568."2

5 9.28 1.1912 9.1 2.261 8.99 9.69 9.29 9.89

1 1.8 9.69 9.29 9.291 5. 9.69 9.29 9.691 >.99 9.69 9.29 9.>91 (.12 9.69 9.29 9.(11 8.28 9.69 9.29 9.8(1 6.5 9.69 9.29 9.661 11.69 9.69 9.29 1.16


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1 5.(9 9.69 9.29 9.5(1 11.69 9.69 9.29 1.16

1.(8 9.29 9.28

1 2.1 9.26 9.29 9.161 1.72 9.26 9.29 9.981 1.8 9.26 9.29 9.191 1.8 9.26 9.29 9.19


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1 2.68 9.26 9.29 9.1(1 9.89 9.26 9.29 9.95

19.8513.4


5 9.15 9.6612 9.9 1.1(1 8.99 9.69 9.19 9.591 1.8 9.69 9.19 9.191 5. 9.69 9.19 9.261 >.99 9.69 9.19 9.(6

1 (.12 9.69 9.19 9.171 8.28 9.69 9.19 9.511 6.5 9.69 9.19 9.2>1 11.69 9.69 9.19 9.681 5.(9 9.69 9.19 9.221 11.69 9.69 9.19 9.68

1.(8 9.19 9.15

1 2.1 9.26 9.19 9.9>1 1.72 9.26 9.19 9.95

1 1.8 9.26 9.19 9.961 1.8 9.26 9.19 9.961 2.68 9.26 9.19 9.971 9.89 9.26 9.19 9.92

6.528.2


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.9 2.891 1.8 9.69 9.>9 9.71 5. 9.69 9.>9 1.>51 >.99 9.69 9.>9 2.561 (.12 9.69 9.>9 1.91 8.28 9.69 9.>9 2.91 6.5 9.69 9.>9 1.2

1 11.69 9.69 9.>9 5.9(1 5.(9 9.69 9.>9 1.611 11.69 9.69 9.>9 5.9(

1.(8 9.>9 9.>24.12

25.12 9.69 9.19 12.97 12.8

5 1.29 1.29 9.19 6.>712 1.99 1.99 9.19 12.99

1.1( 9.16 9.59 9.5(


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1 (.19 9.16 9.59 9.11 5.(9 9.16 9.59 9.271 (.55 9.16 9.59 9.211 16.82 9.16 9.59 9.6

1 (.99 9.16 9.59 9.181 16.82 9.16 9.59 9.61 9.(6 9.59 9.15

4.4

2 >.56 9.69 >.562 6.95 9.69 6.952 >.1( 9.69 >.1(2 (.19 9.69 (.19


2 5.(9 9.69 5.(92 (.55 9.69 (.552 16.82 9.69 16.822 (.99 9.69 (.992 16.82 9.69 16.822 9.(6 9.69 9.(6

8.44


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5 1.29 1.29 9.69 2.8812 1.99 1.99 9.69 7.99

6.66

1 2.1 9.26 9.59 9.21 1.72 9.26 9.59 9.171 1.8 9.26 9.59 9.291 1.8 9.26 9.59 9.291 2.68 9.26 9.59 9.271 9.89 9.26 9.59 9.98

1.1"

2 2.1 9.69 2.12 1.72 9.69 1.722 1.8 9.69 1.82 1.8 9.69 1.82 2.68 9.69 2.682 9.89 9.69 9.89


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11.68


( 9.26 9.26 (.>9 9.71 9.96 (.>9 9.111 9.26 9.26 (.>9 2.651 9.96 (.>9 9.1

( 9.26 9.16 (.>9 9.52

( 9.26 9.26 2.79 9.5 9.26 9.26 2.79 1.57

( 9.26 9.26 2.79 9.57 9.26 9.26 2.79 9.8

9 11.191 9.> (.>9 2.955 9.26 (.>9 59.>91 9.> (.>9 2.912 9.16 (.>9 7.77

12 9.26 (.>9 11.19


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(7 9.26 (.>9 ((.(9

12 9.26 (.>9 11.1925 9.26 (.>9 22.29

141."1


7 5.96 9.26 9.29 1.225 7.29 9.26 9.29 1.25( (.69 9.26 9.29 9.6(1 15.5 9.26 9.29 9.>62 19.89 9.26 9.29 1.981 29.76 9.16 9.29 9.721 16.66 9.16 9.29 9.5>

1 5.29 9.16 9.29 9.1(2 11.>7 9.19 9.29 9.5>12.8.1 9.29 16.752 >8.1 9.59 72.661 7.15 9.26 25.952 7.15 9.29 (8.571 59.59 9.16 7.972 59.59 9.29 17.17

1 2(.6( 9.19 2.(62 2(.6( 9.29 .511


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>9.56 9.29 15.978.>9 9.29 1(.>52>.12 9.29 6.52

((.26

8.(( 177.2> 1(86.9(9.9118.>914.8


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>9.5678.>92>.12

188.29 1.822 1.99 9.72 1.25

3.68

1 9.1> 1.99 9.1>6 1.99 9.1> 9.86

1 1.(9 1.96 1.(>1 1.86 1.(9 2.51> 1.(9 9.1> 1.66

1 1.(9 1.99 1.(91 9.> 1.99 9.>

6 1.99 9.1> 9.869.991 9.> 1.99 9.>6 1.99 9.1> 9.86

1 1.(9 1.96 1.(>1 1.86 1.(9 2.51


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> 1.(9 9.1> 1.66

1 1.(9 1.99 1.(91 9.> 1.99 9.>

6 1.99 9.1> 9.861".


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1 2.99 9.16 2.16 9.761 2.99 9.16 1.86 9.67


1 2.29 9.16 2.99 9.771 2.29 9.16 1.>9 9.67

2.42

1 2.22 1.66 (.551 2.22 1.>6 (.81 1.>9 1.66 2.75

1 1.>9 1.>6 2.81 6.6 5.26 2(.(838.31


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ELEMENTO DISE@O DE ACERO

DENOMINACION VECES DETALLE DIAM.

PARTIDA .2.3 ACERO EN APATAS

REFUERZO E ZAPATA Z410 ACERO OITU:IA Y TRASVERSA 5 12

REFUERZO E ZAPATA Z420 ACERO OITU:IA Y TRASVERSA 12 12

OITU: TOTA JMK

PESO UITARIO JMKPESO PARCIA JKPESO TOTAL G

PARTIDA .3.3 ACERO EN VIGAS DE CIMENTACIN

1 12

REFUERZO E VIA :E CIMETACI VC 4 1910 ESTRIBOS 1 (8

REFUERZO E VIA :E CIMETACI VC 4 1910 ACEROOITU:IA

9.16

9.16

-ar&a+l.

9.(1

9.19


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OITU: TOTA JMKPESO UITARIO JMKPESO PARCIA JK

PESO TOTAL G

9.1


37/78


DENOMINACION VECES DETALLE DIAM.PARTIDA .


38/78

COUMAS :E 68

OITU: TOTA JMK

PESO UITARIO JMKPESO PARCIAL G


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COUMAS :E 128

( (8

REFUERZO TRASVERSA E COUMA C 4 10 ESTRIBOS1 (8

( (8

REFUERZO TRASVERSA E COUMA C 4 10 ESTRIBOS J:l$r&mr $&!% a la a/%taK

REFUERZO TRASVERSA E COUMA C 4 20 ESTRIBOS J:l

9.1

9.1

9.19

9.19


40/78

( (8

OITU: TOTA JMKPESO UITARIO JMK

PESO PARCIAL G

$r&mr $&!% a la a/%taK 9.1

9.1


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REFUERZO TRASVERSA E COUMA C 4 20 ESTRIBOS1 (8

5 15


PESO TOTAL G

REFUERZO TRASVERSA E COUMA C 4 (0 ESTRIBOS J:l$r&mr $&!% a la a/%taK 9.1

9.9

9.976


42/78


43/78


DENOMINACION VECES DETALLE DIAM.PARTIDA .6..3 ACERO EN VIGAS

REFUERZO E VIA VP 4 1910 ACERO OITU:IA

2 12

5 68

REFUERZO E VIA V4A0 ACERO OITU:IA 5 12

REFUERZO E VIA V4S0 ACERO OITU:IA 5 12

9.(6

9.(6

-ar&a+l.

9.29

9.29

-ar&a+l.

9.29

9.29

-ar&a+l.


44/78

REFUERZO E VIA V4S0 ACERO OITU:IA 2 122 12


9.29 9.29

-ar&a+l.


45/78



REFUERZO TRASVERSA E VIA VP 4 1910 ESTRIBOS 1 (8

REFUERZO TRASVERSA E VIA V 4 A0 ESTRIBOS 1 (8

REFUERZO TRASVERSA E VIA V 4 S0 ESTRIBOS 1 15

9.(5

9.1

9.19

9.15

9.1

9.19

9.15

9.9

9.976


46/78

REFUERZO TRASVERSA E VIA V4S0 ESTRIBOS 1 15


PESO PARCIA JKPESO TOTAL G


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DENOMINACION VECES DETALLE DIAM.PARTIDA .".2.3 ACERO EN LOSA ALIGERADA

ACERO E OSA0 VIUETAS ETRE EE A4B :E PRIMER PISO

1 12

1 12

1 12

ACERO E OSA0 VIUETAS ETRE EE B4C :E PRIMER PISO

1 12

1 12

9.29

-ar&a+l.

9.29

-ar&a+l.


48/78

ACERO E OSA0 VIUETAS ETRE EE A4B :E SEU:O PISO 1 12



49/78



ACERO E OSA0 VIUETAS ETRE EE A4B :E SEU:O PISO 1 12

ACERO E OSA0 VIUETAS ETRE EE B4C :E SEU:O PISO

1 12

1 12

ACERO E OSA0 VIUETAS ETRE EE A4B :E AZOTEA

1 12

1 12

4

1 121 12

9.29

-ar&a+l.

9.29

-ar&a+l.

9.29

-ar&a+l.

-ar&a+l


50/78

0 4

1 121 12


PESO PARCIA JKPESO TOTAL G

9.29

.


51/78


DENOMINACION VECES DETALLE DIAM.PARTIDA .1.3 ACERO EN ESCALERA

REFUERZO :E PRIMER TRAMO :E 1G PISO A A AZOTEA

1 121 12

1 121 12

2 12

2 12

2 12


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2 12

OITU: TOTA JMK

PESO UITARIO JMKPESO PARCIA JK


53/78



REFUERZO :E SEU:O TRAMO :E 1G PISO A A AZOTEA

2 12

2 12

REFUERZO :E TERCER TRAMO :E 1G PISO A A AZOTEA

2 12

2 12

2 12

2 122 12


54/78

2 12


PESO TOTAL G


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DENOMINACION VECES DETALLE DIAM.PARTIDA .11.2.3 ACERO EN CISTERNAS

REFUERZO OITU:IA Y TRASVERSA E CISTERA

1 12

1 12

1 12

1 12

1 (8


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1

1212(8(8

OITU: TOTA JMK

PESO UITARIO JMKPESO PARCIAL G

CANTIDAD LONGITUD SEGN DIMETRO


57/78


LONGITUD PARCIAL TOTAL 14 36 12 6 34 1

1.96 12 58 69.5

9.86 19 129 192

9.99 9.99 162.59 9.99 9.99 9.999.26 9.67 9. 1.66 2.25 9.99

9.99 9.99 161.5 9.99 9.99 9.9911.4"

6.19

7.99 7.99

(9.795.59 27.592.76 16.95.29 26.295.29 26.295.29 26.29

1.(

27.99 27.99 (7.1522.99 22.99 (9.6817.99 17.99 22.2522.99 22.99 (9.68


58/78

22.99 22.99 (9.682(.99 2(.99 (1.>

9.99 182.9 158.69 9.99 9.99 9.999.26 9.67 9. 1.66 2.25 9.999.99 191.> 15>.71 9.99 9.99 9.99

24".6


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9.7 19.55 12.62 1( VARIAS

9.7 12>.78 15.71 16 VARIAS

9.87 (9.7 (.65 5 VARIAS

2(2.8( 26.8> 27 VARIAS


60/78

9.99 9.99 9.99 9.99 9.99 9.999.26 9.67 9. 1.66 2.25 9.999.99 9.99 9.99 9.99 9.99 9.99

9.99


61/78



(.59 2>.29 (.1>

9.7 77.99 18.99 19.98

9.77 77.99 77.99 5(.65

9.7 77.99 18.99 19.98


62/78

9.7 26.99 >6.99 >2.99

9.99 56.>9 (.1> 9.99 9.99 9.999.26 9.67 9. 1.66 2.25 9.999.99 2>>.6 (.16 9.99 9.99 9.99

289.>6


63/78



9.77 26 26 17.6

9.7 26 199 7

9.99 86.69 9.99 9.99 9.99 9.999.26 9.67 9. 1.66 2.25 9.999.99 5>.88 9.99 9.99 9.99 9.99

326.83


64/78


65/78



5.(5 11.99 22.99 6.58

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9.57

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2.66 5.99 5.99 19.292.86 5.99 5.99 11.59

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2.86 .99 .99 26.76

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