Avance Informe PPP 2E

8/18/2019 Avance Informe PPP 2E

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o Penalidades.o Puesta en marc%a.o &n'ormación entregada ()etrados* planos*

especi+caciones* etc.,.

C. I9(/448 9( 36 7)473(6 47(/(6 9(3 7)(4/.D. E3;)48 9( 94%(/6 9( (94(6 7) 7)/( 9( 3

(7)(6 Q7)/4748 ( )(348 9( (/)96.E. C/4/ )(%(6 9( ?)48 4 7)((9)(6

6%;4/)/6/6 7) 3 4/48 7) 47(/(6.F. E3;)48 9( 4%9)6 47)/6 7) 47(/(6.G. A366 9( 7)7%(6/6 7) 47(/(6.$. E3(448 9( 7)((9)(6 6%;4/)/6/6 Q7)/4748 (

)(%8 9( (3(448.I. E3;)48 9(3 7)(6%7%(6/ 3 9( 3 7)7%(6/ Q7)/4748

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iii. Forma de pago.V3)4(6 (6%3(6 9( 4%()9 4(.

c. Alcances de los trabajos.

i. !bras preliminares.ii. !bras civiles.

-. )( (6/4. C(/48 9( /%(6 %(6/. S6/( 9( 9)(*(0. O;)6 9( 44)(/ )61. O;)6 9( 44)(/ 7) 6/34(6 (34/)462. O;)6 9( 44)(/ 7) 6/)%(/48

iii. !bras mec"nicas.S( 46/)%) 36 + /%(6 9( 4() ASTM A 9(0MB 9( 47499 3.

iv. !bras mec"nicas.S( )(3) 36 /);*6 9( 6/34(6 (34/)46=66/( 9( 7%(6/ /())= (/4.

v. !bras mec"nicas.S( 6/3) 36 6


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L6 (94(6 9( %(6/) ( (3 A(H N 01.Nota: os siguientes puntos !" E" # y $% se referen a lacotización de &abricación y monta'e de escaleras

metlicas" traba'o ue el practicante realizó.!. Contacto y reuniones de in&ormación con pro*eedores y

subcontratistas para 3 4/48 7) 47(/(6.S( (3;)8 (8 634/%9(6 9( 4/48 7) 4/)E643()6 M(/346 (643()6 9(


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2.1.2. Concreto fc ! 310 "#$cm2m*

Rad.%nterior

Rad.&'terior H Vol -5.0%

Plnos N -0-,-12--2IN32+2PL2$$ Re4 $

BZ - 01 CT=10.60

H=1.20m P!"#"$ 1 0.55 0.75 1.00 0.82

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 02 CT=10.20 H=1.35m P!"#"$ 1 0.55 0.75 1.25 1.02

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 03 CT=10.00 H=1.55m P!"#"$ 1 0.55 0.75 1.85 1.51

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

Plnos N -0-,-12--2IN32+2PL2$$5 Re4 $

BZ - 01 CT=10.40 H=1.20m P!"#"$ 1 0.55 0.75 1.00 0.82

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 02 CT=10.40 H=1.20m P!"#"$ 1 0.55 0.75 2.70 2.21

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 03 CT=10.20 H=1.20m P!"#"$ 1 0.55 0.75 1.10 0.90

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 04 CT=9.00 H=1.20m

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P!"#"$ 1 0.55 0.75 1.00 0.82

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 05 CT=10.00 H=2.40m P!"#"$ 1 0.55 0.75 2.40 1.96

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

BZ - 06 CT=10.00 H=2.25m P!"#"$ 1 0.55 0.75 1.00 0.82

T"%&' ( )$" 2 0.75 0.20 0.71

T* -1 0.30 0.20 -0.06

CONCRETO DE ACABADO f'c = 100

Kg/cm2 9 0.55 0.20 1.71

2.1.3. &ncofradom6

Rad.%nterior

Rad.&'terior H Vol -+0.

Plnos N -0-,-12--2IN32+2PL2$$ Re4 $

BZ - 01 CT=10.60 H=1.20m

P!"#"$ I+,"!'! 1 0.55 1.00 3.46

P!"#"$ E,"!'! 1 0.75 1.40 6.60

T"%&' 1 0.55 0.95

T* 1 0.30 0.20 0.38

BZ - 02 CT=10.20 H=1.35m

P!"#"$ I+,"!'! 1 0.55 1.25 4.32

P!"#"$ E,"!'! 1 0.75 1.65 7.78

T"%&' 1 0.55 0.95

T* 1 0.30 0.20 0.38

BZ - 03 CT=10.00 H=1.55m

P!"#"$ I+,"!'! 1 0.55 1.85 6.39

P!"#"$ E,"!'! 1 0.75 2.25 10.60

11


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BZ - 06 CT=10.00 H=2.25m

P!"#"$ I+,"!'! 1 0.55 1.00 3.46

P!"#"$ E,"!'! 1 0.75 1.40 6.60

T"%&' 1 0.55 0.95

T* 1 0.30 0.20 0.38

2.1.4. (cero 7g -8%+9.00Plnos N -0-,-12--2IN32

+2PL2$$ Re4 $

BZ - 01 CT=10.60 H=1.20m 1 137.64 137.64

BZ - 02 CT=10.20 H=1.35m 1 137.64 137.64

BZ - 03 CT=10.00 H=1.55m 1 137.64 137.64

Plnos N -0-,-12--2IN32+2PL2$$5 Re4 $

BZ - 01 CT=10.40 H=1.20m 1 137.64 137.64

BZ - 02 CT=10.40 H=1.20m 1 137.64 137.64

BZ - 03 CT=10.20 H=1.20m 1 137.64 137.64

BZ - 04 CT=9.00 H=1.20m1 137.64 137.64 BZ - 05 CT=10.00

H=2.40m 1 137.64 137.64 BZ - 06 CT=10.00

H=2.25m 1 137.64 137.64

Peld:os Em;e;idos 54

#ps de ;


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+2PL2$$%/$$+ Re4 $

C'+%!",' % = 310 %m2 BZ - 01 2 1.50 1.50 1.15 5.18

/%' -2 1.20 1.20 0.95 -2.4 BZ - 02 2 1.50 1.50 1.60 7.20

/%' -2 1.20 1.20 1.40 -4.03 BZ - 03 2 1.50 1.50 2.15 9.68

/%' -2 1.20 1.20 1.95 -5.62 BZ - 04 2 1.50 1.50 2.35 10.58

/%' -2 1.20 1.20 2.15 -6.19 BZ - 05 2 1.50 1.50 3.20 14.40

/%' -2 1.20 1.20 3.00 -7.64 C/ - 01 1 1.50 1.50 3.20 7.20

/%' -1 1.20 1.20 3.00 -4.32 C'+%!",' #" 8m*"

10 B:'+"$ ( 01C/ 11 1.50 1.50 0.05 1.24

2.2.3. &ncofrado m6 %5$.%9Plnos N -0-,-12--2IN32+2PL2$$%/$$+ Re4 $

E,"!'! BZ - 01 2 1.50 1.15 3.45

2 1.50 1.15 3.45 2 1.50 1.15 3.45 2 1.50 1.15 3.45

BZ - 02 2 1.50 1.60 4.80 2 1.50 1.60 4.80 2 1.50 1.60 4.80 2 1.50 1.60 4.80

BZ - 03 2 1.50 2.15 6.45 2 1.50 2.15 6.45 2 1.50 2.15 6.45 2 1.50 2.15 6.45

BZ - 04 2 1.50 2.35 7.05 2 1.50 2.35 7.05 2 1.50 2.35 7.05 2 1.50 2.35 7.05

BZ - 05 2 1.50 3.20 9.60 2 1.50 3.20 9.60 2 1.50 3.20 9.60 2 1.50 3.20 9.60

C/ - 01 1 1.50 3.20 4.80 1 1.50 3.20 4.80 1 1.50 3.20 4.80 1 1.50 3.20 4.80

I+,"!'! BZ - 01 2 1.20 1.15 2.76

2 1.20 1.15 2.76 2 1.20 1.15 2.76 2 1.20 1.15 2.76

BZ - 02 2 1.20 1.60 3.84 2 1.20 1.60 3.84 2 1.20 1.60 3.84

2 1.20 1.60 3.84 BZ - 03 2 1.20 2.15 5.16

1+


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2 1.20 2.15 5.16 2 1.20 2.15 5.16 2 1.20 2.15 5.16

BZ - 04 2 1.20 2.35 5.64 2 1.20 2.35 5.64 2 1.20 2.35 5.64 2 1.20 2.35 5.64

BZ - 05 2 1.20 3.20 7.68 2 1.20 3.20 7.68 2 1.20 3.20 7.68 2 1.20 3.20 7.68

C/ - 01 1 1.20 3.20 3.84 1 1.20 3.20 3.84 1 1.20 3.20 3.84 1 1.20 3.20 3.84

2.2.4. (cero 7g 0$0.%9

Plnos N -0-,-12--2IN32+2PL2$$%/$$+ Re4 $ BZ - 01 2 57.12 114.24 BZ - 02 2 52.08 104.16 BZ - 03 2 61.32 122.64 BZ - 04 2 64.68 129.36 BZ - 05 2 78.96 157.92 C/ - 01 1 78.96 78.96

#ps de ; CV 11 1.00 1.00 1.00 11.00 --.$$

02.03. BUZ;N RECOLECTORDE :"$ 16 2.34 10.97 1.25 122.47

2.2.2. Concreto m* )ar#o (nc,o (lt$&+- 1.$%04 ):'+"$ *'! 04 ,+>:"$ 16 0.80 0.80 1.35 13.82

/%' -16 0.50 0.50 1.20 -4.70

2.2.3. &ncofrado m6 -$0.%

E,"!'! 04 ):'+"$ *'! 04 ,+>:"$ 16 0.80 1.35 17.28

16 0.80 1.35 17.28 16 0.80 1.35 17.28 16 0.80 1.35 17.28

I+,"!'! 04 ):'+"$ *'! 04 ,+>:"$ 16 0.50 1.20 9.60

16 0.50 1.20 9.60 16 0.50 1.20 9.60 16 0.50 1.20 9.60

2.2.4. (cero 7g +91.904 ):'+"$ *'! 04 ,+>:"$ 16 24.35 389.58

15


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#ps de $, ;:" N@ 13A 1 1.08 0.60 40.00 33.04 T+>:" N@ 14A 1 0.98 0.60 40.00 31.20

T+>:" N@ 15A 1 0.70 0.60 40.00 25.97 T+>:" N@ 16A 1 0.48 0.60 40.00 21.45 C/ ","!'! 1 1.50 1.50 40.00 60.00

$+. SOPOR#ES Und R& 0.$

Plnos -0-,-12-%2IN3252PL2$$5/$$0

T 13A 18 1.00 0.30 0.20 1.08 T 14A 27 1.00 0.30 0.20 1.62 T 15A 27 1.00 0.30 0.20 1.62 T 16A 27 1.00 0.30 0.20 1.62

Plnos -0-,-12-%2IN3252PL2$$% 6 1.00 0.30 0.20 0.36 Plnos -0-,-12-%2IN32

52PL2$$+ 4 1.00 0.30 0.20 0.24 Plnos -0-,-12-%2IN32

52PL2$$9 8 1.00 0.30 0.20 0.48 Plnos -0-,-12-%2IN32

52PL2$$1 8 1.00 0.30 0.20 0.48

$,. &!NCO DUC#OS ML &'cavacin /cto

elctrico ,,$.$0Plnos -0-,-12-%2IN32

02PL2$$

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R:, BE 01 BE 02 BE 03 BE 04 BE 05 BE 06BE 0 BE 07 BE 09 BE 10 BE 11 BE 12 BE 13 1 440.07 1.00 1.00 440.07 &'cavacin /cto

elctrico -19.$$Plnos -0-,-12-%2IN32

02PL2$$% R:, BE 00 BE 01 BE

02 BE 03 BE 04 BE 05 1 198.00 1.00 1.00 198.00 one+ elctrico+

Plnos -0-,-12-%2IN3202PL2$$%

era*a+e

menor

rea*a+e

mayor H total Vol &'cavacin ,5.50

BE 01 BE 02 BE 03 BE 04 ( BE 05 5 4.00 16.00 1.00 46.67

Concreto %.%1

BE 01 BE 02 BE 03 BE 04 ( BE 05 5 1.00 1.00 1.00 5.00 /%' :5 0.70 0.85 0.70 :2.71

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ANEWO N0. D(647%(6/6.

ANEWO N0+. P)(6%7%(6/ 3.

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Avance Informe PPP 2E

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