Page 247 - Rehabilitación de paleocauces Municipio de Villamontes

REHABILITACION DE PALEOCAUCES MUNICIPIO DE VILLAMONTES DEPARTAMENTO DE TARIJA
OFICINA TECNICA NACIONAL DE LOS RIOS PILCOMAYO Y BERMEJO

8.- LISTADO DE MEDICIÓN DE PILARES
Acero en barras y estribos:Grado 60 (Latinoamérica)

Planta 1:TOMA Hormigón:f'c=250

Dimensiones Encofrado Hormigón Diam. Nº Longitud Total A.barras A.estribos
Referencia m m2 m3 cm. cm. Kg. Kg.
P1 P15 P16 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
P17 P18 P19 Ø5/8" 4 650 2600 40.62
P20 P21 P22 Ø3/4" 6 119 714 15.92
P23 P24 P25 Ø5/8" 4 110 440 6.87
P26 P27 Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92
(x14) 168.0 21.00 2123.66 788.06

P2 P3 P4 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
P5 P6 P7 Ø5/8" 4 650 2600 40.62
P8 P9 P10 Ø3/4" 6 119 714 15.92
P11 P12 P13 Ø5/8" 4 110 440 6.87
P14 P28 P29 Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92
(x15) 180.0 22.50 2275.35 844.35

P30 P31 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
Ø5/8" 4 650 2600 40.62
Ø3/4" 6 127 762 16.99
Ø5/8" 4 118 472 7.37
Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92
(x2) 24.0 3.00 306.52 112.58

P32 P36 P50 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
P54 Ø5/8" 4 650 2600 40.62
Ø3/4" 6 119 714 15.92
Ø5/8" 4 110 440 6.87
Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92
(x4) 48.0 6.00 606.76 225.16

P33 P34 P35 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
P51 P52 P53 Ø5/8" 4 650 2600 40.62
Ø3/4" 6 119 714 15.92
Ø5/8" 4 110 440 6.87
Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92
(x6) 72.0 9.00 910.14 337.74

P37 P38 P39 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
P40 P41 P42 Ø5/8" 4 650 2600 40.62
P44 P45 P46 Ø3/4" 6 149 894 19.93
P47 P48 P49 Ø5/8" 4 140 560 8.75
Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92
(x12) 144.0 18.00 1890.96 675.48

P43 0.50x0.50 12.0 1.50 Ø3/4" 6 660 3960 88.28
Ø5/8" 4 650 2600 40.62
Ø3/4" 6 149 894 19.93
Ø5/8" 4 140 560 8.75
Ø3/8" 50 170 8500 47.37
Ø3/8" 25 64 1600 8.92

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