SECTOR 1Item Prog 1 Prog2 Diametro

Long. TuberiaObservaciones

1/2" 3/4" 1" 1 1/2" 2" 90 110 6"1 8+660 8+830 3/4" 140 Canal 2 8+970 9+415 2" 437 canal, via proyectada y muro de contencion3 9+415 2" 213 30 Canal y via proyectada4 9+415 2" cruce de via proyectada5 9+495 2" 30 cruce de via proyectada y canal6 9+500 9+540 2" 43 cruce de via proyectada7 9+520 10+165 90 21 642 cruce de via proyectada y canal8 9+630 9+900 1" 270 via proyectada canal9 9+850 1" 30 cruce via proyectada y empalme

10 10+090 1" 46 cruce de via proyectadaTotales 213 140 346 0 561 642 0 0

23 reemp1224

SECTOR 2Item Prog 1 Prog2 Diametro

Long. TuberiaObservaciones

1/2" 3/4" 1" 1 1/2" 2" 90 110 6"1 12.880 13.430 110 570 2 empalmes 2 cruces alcantarilla,union corrediza de pvc 1102 12.570 12.880 110 30 433 cruce al colegio+ reemp+reducc 110x2", tubo de forro 4" sap 203 12.550 12.570 110 25 empalme 110 y cruce en 45° 1 union corredizapvc110 mm4 12.860 12.880 110 20 20 32 cruce+conex 1",abraz 110x1", corp.,UPR1", union sp1",abraz 110x1/2",corp y UPR 1/2", curva 1/2",1Curva 1", tubo de forro 205 12.730 2" 28 cruce al frente, 1 union corrediza de 2", tubo de forro 4" 20 m6 12.749 12.569 2" 175 Valvula 2" compuerta, marco y tapa y tubo de señal, tapon de 2"7 12.660 2" 200 57 cruce 2" ramal 1 tapon de 2"

Totales 220 0 20 0 290 0 1060 0 20 abraz 2"a 1/2", 20 corp,20 upr 1/2", 20 curvas,20 union 1/2" , tubo de forro 3" 60m

SECTOR 3Item Prog 1 Prog2 Diametro

Long. TuberiaObservaciones

1/2" 3/4" 1" 1 1/2" 2" 90 110 6"1 16.340 16.370 90 2 16.405 90 2 valv.purga 90, adapt 90+2maxifil+4niples3 16.405 90 4 16.340 16.980 90 670 2 empalmes 2 union corrediza 90 5 16.360 16.980 90 660 2 empalmes 2 union corrediza 90 6 17.020 17.210 90 205 2 empalmes 2 union corrediza de 90 1 codo 90x22.57 17.020 17.190 90 185 2 empalmes 2 union corrediza de 90 2 codo 90x22.58 17.570 17.660 6" 92 2 empalmes 2 union corrediza6"9 17.580 17.640 110 92 2 empalmes 2 Union Corrediza de 110

10 17.580 17.640 90 92 2 empalmes 2 union corrediza de 9011 100 abraz 90x1/2" 7, corp 1/2" 7, UPR 7, Curvas 7, tub forro 3" 80 m12 16.830 90 6 cruce alcantarilla13 16.830 90 6 cruce alcantarilla14 16.815 16.830 90 cruce hacia el frente linea chocas alto15 16.790 16.835 90 2 codos 90x22.5, zona de curvas16 90 40 caja de registro valv de purga 90 mm

Totales 100 0 0 0 0 1864 92 92

SECTOR 4Item Prog 1 Prog2 Diametro

Long. TuberiaObservaciones

1/2" 3/4" 1" 1 1/2" 2" 90 110 6"1 18.080 1" 30 Cruce de 1" con 2reduc 1" a 1/2", 1 union 1", tubo de forro 3" 202 18.080 1/2" 55 ramal de 1/2"3 18.080 18.770 1" 710 cambio de tuberia de 1"4 18.615 18.765 1/2" 40 2 cruces con reempalmes5 19.030 19.140 1" 110 2 union 1"+6 19.030 19.140 2" 110 2 union corrediza de 2"

18.080 1/2" 70 4 reduc 1 a 1/2"+4 union sp 1/2", tub forro 3" 60 m7 19.050 1/2" 25 1 reducc 1" 1/2"+8 19.220 19.920 2" 715 tramo a cambiar 2 union corrediza de 2"9 19.220 19.925 1" 855 6 reducc. 1 a 1/2", tramo a cambiar, tubo forro 3" 85 m

10 11 19.920 20.500 1 1/2" 30 605 2 red 11/2" a 1", 2 union sp 1",1 union sp 11/2", 1 red 1 1/2" a 1/2, tubo de forro 25m12 20.580 20.630 1" 70 2 union de 1", tubo forro 3" 2513 20.580 26.630 1 1/2" 6170 2union 1 1/2" SP+1 red 1 1/2" a 1", valv de 1"purga14 21.915 21.940 1" 45 2 union 1" sp 15 21.980 22.010 1" 35 1 red 1" a 3/4", tubo forro 3" 30 m16 21.670 21.980 3/4" 325 ramal17 1/2" 30 5 1 tee 3/4" a 1/2", 1 red 3/4 a 1/2"18 22.070 1" 55 2 union 1" sp , tubo de forro, 35 m19 22.180 24.620 90 2540 1 red 90x 1 1/2", 2 abraz 90x3/4", 12 abraz 90x 1/2", tub forro 3" 100 m20 22.260 3/4" 50 1 abraz 90x 3/4" 1 red 3/4" a 1/2", tubo forro 3" 18 m, 1corp 3/4", 1UPR,1 curva 3/4"21 1/2" 35 5 tee 3/4"x1/2"22 22.660 22.880 1/2" 40 Abraz 90x1/2" 2, corp.1/2 2, upr 1/2" 2, curvas de 1/2" 2, tub forro 3" SAP 40m.23 22.180 22.260 1 1/2" 95 union 1 1/2" SP 224 22.760 26.605 90 3955 2 union corrediza de 90 mm25 22.760 24.620 2" 1890 2 union corrediza de 2"26 23.740 1/2" 25 Abraz 90x1/2" 1, corp.1/2 1, upr 1/2" 1, curvas de 1/2" 1, tub forro 3" SAP 20m.27 24.160 conex 1/2" 20 Abraz 90x1/2" 1, corp.1/2 1, upr 1/2" 1, curvas de 1/2" 1, tub forro 3" SAP 20m.28 24.060 conex 1/2" 60 Abraz 90x1/2" 9, corp.1/2 9, upr 1/2" 9, curvas de 1/2" 9, tub forro 3" 36 m29 24.560 24.450 3/4" 110 1 abraz 90x3/4", 1 corp 3/4", 1UPR 3/4", 1 curva de 3/4", tubo forro 3" 20 m.30 24.560 conex 1/2" 40 3 tee 3/4" x 1/2",1 red 3/4" a 1/2"31 24.660 1/2" 45 Abraz 90x1/2" 1, corp.1/2 1, upr 1/2" 1, curvas de 1/2" 1, tub forro 3" SAP 30m.32 24.790 26.640 90 1915 Union corrediza de 90 233 24.790 26.640 2" 1880 Union corrediza de 2" 234 conex 1/2" 30 Abraz 90x1/2" 2, corp.1/2 2, upr 1/2" 2, curvas de 1/2" 2, tub forro 3" SAP 25m.+ 2union pvc 1/2"35 25.330 ramal 3/4" 20 100 1tee 3/4"x1/2", 2 reducc 3/4" a 1/2",, 3 union 1/2"36 25.960 26.055 1/2" 80 1 union 1/2"37 26.055 26.290 1" 240 red 1" a 1/2",union de 1", 5 tee 1""x1/2",5 union 1/2", tub forro 3038 26.290 26.360 1 1/2" 40 85 reduc de 1 1 1/2" a 1",1 1 1/2" a 3/4 valvula 1 1/2" 1 union de 1 1/2" sp, 3 tee 1 1/2" a 1/2" Tubo de forro 20 m, 3 union pvc 1/2"39 26.150 26.300 3/4" 70 160 Tubo forro 3" 20m, 7 tee 3/4" x 1/2", 1 red 3/4" a 1/2", 8 union 1/2" sp, tubo dfe forro 3" 25m40 26.520 26.640 90 30 140 2 union corrediza de 90 mm cruce, empalme 90, 1 union de reparacion

Totales 785 745 2150 6960 4595 8550 0 0

RESUMEN Long. TuberiaObservaciones

1/2" 3/4" 1" 1 1/2" 2" 90 110 6"Sector 1 213 140 346 0 561 642 0 0Sector 2 220 0 20 0 290 0 1060 0Sector 3 100 0 0 0 0 1864 92 92Sector 4 785 745 2150 6960 4595 8550 0 0Total 1,318.00 885.00 2,516.00 6,960.00 5,446.00 11,056.00 1,152.00 92.00

Total Tub. Ml 29,425.00