5
73.5 2 CT1 147 81.879 1.35 369 CT1 498.15 277.46955 0.85 5 W09A 4.25 2.36725 9.6 1 W09A 9.6 5.3472 1.2 1 W09A 1.2 0.6684 1.25 18 D08 22.5 12.5325 117.6 1 D08 117.6 65.5032 1.65 9 B11 14.85 8.27145 0.85 12 W09, X10X, X11 10.2 5.6814 120.05 9 C03 1080.45 601.81065 1.25 35 06, S07, R04, R05, R0 43.75 24.36875 1.45 13 D07 18.85 10.49945 2.26 176 C1 397.76 221.55232 16.48 16 K1 263.68 146.86976 0.29 560 K1 162.4 90.4568 24.48 14 K1 342.72 190.89504 0.29 728 K1 211.12 117.59384 135.51 4 CC1 542.04 301.91628 0.53 1130 CC1 598.9 333.5873 0.73 518 TR1 378.14 210.62398 LONGITUD EN METROS CANTIDAD PARCIAL ADIMENSIONAL ELEMENTO INDICADO EN LOS PLANOS LONGITUD SUBTOTAL EN METROS PESO SUBTOTAL EN KG

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PARTIDA 6LONGITUD EN METROSCANTIDAD PARCIAL ADIMENSIONALELEMENTO INDICADO EN LOS PLANOSLONGITUD SUBTOTAL EN METROSPESO SUBTOTAL EN KG73.52CT114781.8791.35369CT1498.15277.469550.855W09A4.252.367259.61W09A9.65.34721.21W09A1.20.66841.2518D0822.512.5325117.61D08117.665.50321.659B1114.858.271450.8512W09, X10X, X1110.25.6814120.059C031080.45601.810651.2535S06, S07, R04, R05, R0943.7524.368751.4513D0718.8510.499452.26176C1397.76221.5523216.4816K1263.68146.869760.29560K1162.490.456824.4814K1342.72190.895040.29728K1211.12117.59384135.514CC1542.04301.916280.531130CC1598.9333.58730.73518TR1378.14210.62398

PARTIDA 10ELEMENTO INDICADO EN LOS PLANOSANCHO EN mLARGO EN mREA EN m2CONTRATRABE0.542.3421.17PAVIMENTO0.328.378.511TRINCHERA3.721.746.4728TRINCHERA0.60.990.594TRINCHERA3.166.2219.6552TRINCHERA0.60.990.594TRINCHERA0.60.990.594BCI-1024.50.251.125BCI-1017.50.533.975MBCI-1007.550.322.416TANQUE DE DIESEL5.451.26.54TANQUE DE DIESEL5.451.26.54TANQUE DE DIESEL1.851.22.22TANQUE DE DIESEL0.881.21.056W09A2.40.150.36W09A10.580.58W0910.380.38X1010.380.38X1110.380.38S061.60.771.232S071.60.771.232R041.60.771.232R051.60.771.232R091.60.771.232C031.60.30.48C031.60.30.48C031.60.30.48D071.61.782.848D088.40.151.26D081.22.543.048B115.20.21.04B111.61.151.84C-11.448.9668.544TR-10.5549.5427.247LOSA--159.45LOSA73.190.17.319TOTAL =363.739400.1129

PARTIDA 14ELEMENTO INDICADO EN LOS PLANOSLONGITUD EN mCANTIDAD PARCIAL ADIMENSIONALLONGITUD SUBTOTAL EN mEJE D2.8238.46EJE 22.8212.82EJE 22.224.4EJE C2.8212.82EJE 32.224.4EJE B122EJE B5.03210.06EJE F5.03210.06TOTAL =45.02m

PARTIDA 15ELEMENTO INDICADO EN LOS PLANOSANCHO EN mLARGO EN mREA EN m2ALTURA EN mVOLUMEN SUBTOTAL EN m3PAVIMENTO--125.230.337.569CT-1--0.17572.112.6175LOSA DE CIMENTACIN--135.480.340.644W09A0.250.250.06250.580.03625W09A0.60.60.360.150.054W090.250.250.06250.40.025X100.250.250.06250.40.025X110.250.250.06250.40.025S060.40.40.160.770.1232S070.40.40.160.770.1232R040.40.40.160.770.1232R050.40.40.160.770.1232R090.40.40.160.770.1232C030.40.40.160.30.048C030.40.40.160.30.048C030.40.40.160.30.048D070.40.40.161.780.2848D080.40.40.162.520.4032D082.12.14.410.150.6615B110.40.40.161.150.184B111.31.31.690.20.338TRINCHERA--3.250.20.65TRINCHERA--1.751.041.82