Computos Red de Cloacas. La Florecita
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COMPUTOS DE COLECTOR AGUAS DE LLUVIA OBRA: CONSTRUCCION DEL MERCADO MUNICIPAL DE CAICARA DE MATURIN MUNICIPIO CEDEÑO EDO. MONAGAS. TRAMOS TUBO ZANJA ALTURAS B.V. (M) EXCAVACION DESALOJO Tipo de Altura Altura RELLENO CON MATERIAL ABAJO ARRIBA ABAJO ARRIBA PROM. TUB. (M3) Relleno de Arena BOTE TANQ-B TANQ-B1 200 12.50 1.10 1.79 1.80 1.80 - - 24.75 2.06 0.39 - - 0.40 5.11 - 19.25 - 5.50 TANQ-B TANQ-A 400 26.00 1.10 1.79 1.69 1.74 - - 49.76 4.29 3.27 - - 0.60 13.89 - 32.60 - 17.16 TANQ-C TANQ-B 400 49.00 1.10 1.99 1.79 1.89 - - 101.87 8.09 6.16 - - 0.60 26.18 - 69.53 - 32.34 - TANQ-D TANQ-C 500 52.00 1.10 2.21 1.99 2.10 - - 120.12 8.58 10.21 - - 0.70 29.83 - 80.08 - 40.04 1.28 - TANQ-E TANQ-D 500 55.50 1.10 2.43 2.21 2.32 - - 141.64 9.16 10.90 - - 0.70 31.84 - 98.90 - 42.74 1.24 - TANQ-F TANQ-E 600 21.00 1.10 2.64 2.62 2.63 - - 60.75 3.47 5.94 - - 0.80 12.54 - 42.27 - 18.48 1.12 - TANQ-G TANQ-F 710 21.00 1.10 2.81 2.64 2.73 - - 63.06 3.47 7.74 - - 0.91 13.28 - 42.04 - 21.02 1.22 - TANQ-H TANQ-G 710 32.00 1.10 2.20 2.81 2.51 - - 88.35 5.28 11.79 - - 0.91 20.24 - 56.32 - 32.03 1.65 - TANQ-I TANQ-H 710 30.30 1.10 2.79 2.20 2.50 - - 83.33 5.00 11.17 - - 0.91 19.16 - 53.00 - 30.33 1.78 TANQ-E1' TANQ-E2 315 10.00 1.10 1.53 1.20 1.37 - - 15.07 1.65 0.78 - - 0.52 4.94 - 9.35 - 5.72 TANQ-E1 TANQ-E1' 315 20.00 1.10 1.89 1.53 1.71 - - 37.62 3.30 1.56 - - 0.52 9.88 - 26.18 - 11.44 2.71 - TANQ-E TANQ-E1 400 21.00 1.10 2.07 1.89 1.98 - - 45.74 3.47 2.64 - - 0.60 11.22 - 31.88 - 13.86 3.05 - TANQ-G TANQ-G1 315 38.00 1.10 2.41 1.56 1.99 - - 83.18 6.27 2.96 - - 0.52 18.78 - 61.44 - 21.74 1.81 - TANQ-I TANQ-O 710 74.54 1.10 2.43 1.13 1.78 - - 145.95 12.30 27.47 - - 0.91 47.14 - 71.34 - 74.61 - TANQ-O TANQ-N 710 32.50 1.10 1.13 2.00 1.57 - - 56.13 5.36 11.98 - - 0.91 20.55 - 23.60 - 32.53 - TANQ-N TANQ-M 600 84.00 1.10 2.00 1.48 1.74 - - 160.78 13.86 23.75 - - 0.80 50.17 - 86.86 - 73.92 TANQ-M TANQ-L 600 50.00 1.10 1.48 1.23 1.36 - - 74.80 8.25 14.14 - - 0.80 29.86 - 30.80 - 44.00 TANQ-L TANQ-K 500 23.00 1.10 1.23 1.14 1.19 - - 30.11 3.80 4.52 - - 0.70 13.19 - 12.40 - 17.71 TANQ-K TANQ-J 400 28.00 1.10 1.14 1.03 1.09 - - 33.57 4.62 3.52 - - 0.60 14.96 - 15.09 - 18.48 TANQ-M TANQ-M1 250 25.00 1.10 1.48 0.87 1.18 - - 32.45 4.13 1.23 - - 0.45 11.15 - 20.07 - 12.38 TANQ-N TANQ-N1 315 18.00 1.10 2.31 1.78 2.05 - - 40.59 2.97 1.40 - - 0.52 8.90 - 30.29 - 10.30 TANQ-N TANQ-N2 250 39.00 1.10 1.83 1.20 1.52 - - 65.21 6.44 1.91 - - 0.45 17.40 - 45.90 - 19.31 TOTAL 762.34 24.20 40.75 - - 1,554.83 125.82 165.43 - 430.21 - 959.19 - 595.64 DIAMETRO mm LONG. (M) ANCHO (M) B.V. ABAJO B.V. ARRIBA A MAQUINA (M3) A MANO (M3) de Piedra GRANULAR (M3) PIEDRA (M3) EXCAVACION (M3) PRESTAMO (M3)
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Transcript of Computos Red de Cloacas. La Florecita
COLECTOR AGUAS DE LLUVIASCOMPUTOS DE COLECTOR AGUAS DE LLUVIAOBRA: CONSTRUCCION DEL MERCADO MUNICIPAL DE CAICARA DE MATURIN MUNICIPIO CEDEO EDO. MONAGAS.TRAMOSTUBOZANJAALTURAS B.V. (M)EXCAVACIONDESALOJOTipo deAlturaAlturaRELLENO CON MATERIALREP. ASFALTODEMOL. DE BATEAABAJOARRIBADIAMETRO mmLONG. (M)ANCHO (M)ABAJOARRIBAPROM.B.V. ABAJOB.V. ARRIBAA MAQUINA (M3)A MANO (M3)TUB. (M3)Rellenode Piedrade ArenaGRANULAR (M3)PIEDRA (M3)EXCAVACION (M3)PRESTAMO (M3)BOTEE=AREA (M2)E=AREA (M2)TANQ-BTANQ-B120012.501.101.791.801.80- 0- 024.752.060.39--0.405.11- 019.25- 05.50- 0- 0200
TANQ-BTANQ-A40026.001.101.791.691.74- 0- 049.764.293.27--0.6013.89- 032.60- 017.16
TANQ-CTANQ-B40049.001.101.991.791.89- 0- 0101.878.096.16--0.6026.18- 069.53- 032.34- 0- 0- 0- 0- 0TANQ-DTANQ-C50052.001.102.211.992.10- 0- 0120.128.5810.21--0.7029.83- 080.08- 040.04- 0- 0- 0- 01.281.34- 0TANQ-ETANQ-D50055.501.102.432.212.32- 0- 0141.649.1610.90--0.7031.84- 098.90- 042.74- 0- 01.243.34- 0TANQ-FTANQ-E60021.001.102.642.622.63- 0- 060.753.475.94--0.8012.54- 042.27- 018.48- 0- 01.122.70- 0TANQ-GTANQ-F71021.001.102.812.642.73- 0- 063.063.477.74--0.9113.28- 042.04- 021.02- 0- 01.221.12- 0TANQ-HTANQ-G71032.001.102.202.812.51- 0- 088.355.2811.79--0.9120.24- 056.32- 032.03- 0- 01.651.30- 0TANQ-ITANQ-H71030.301.102.792.202.50- 0- 083.335.0011.17--0.9119.16- 053.00- 030.33- 0- 01.781.65
TANQ-E1'TANQ-E231510.001.101.531.201.37- 0- 015.071.650.78--0.524.94- 09.35- 05.72
TANQ-E1TANQ-E1'31520.001.101.891.531.71- 0- 037.623.301.56--0.529.88- 026.18- 011.44- 0- 02.711.78- 0TANQ-ETANQ-E140021.001.102.071.891.98- 0- 045.743.472.64--0.6011.22- 031.88- 013.86- 0- 03.051.79- 0TANQ-GTANQ-G131538.001.102.411.561.99- 0- 083.186.272.96--0.5218.78- 061.44- 021.74- 0- 01.811.76- 0TANQ-ITANQ-O71074.541.102.431.131.78- 0- 0145.9512.3027.47--0.9147.14- 071.34- 074.61- 0TANQ-OTANQ-N71032.501.101.132.001.57- 0- 056.135.3611.98--0.9120.55- 023.60- 032.53- 0TANQ-NTANQ-M60084.001.102.001.481.74- 0- 0160.7813.8623.75--0.8050.17- 086.86- 073.92
TANQ-MTANQ-L60050.001.101.481.231.36- 0- 074.808.2514.14--0.8029.86- 030.80- 044.00
TANQ-LTANQ-K50023.001.101.231.141.19- 0- 030.113.804.52--0.7013.19- 012.40- 017.71
TANQ-KTANQ-J40028.001.101.141.031.09- 0- 033.574.623.52--0.6014.96- 015.09- 018.48
TANQ-MTANQ-M125025.001.101.480.871.18- 0- 032.454.131.23--0.4511.15- 020.07- 012.38
TANQ-NTANQ-N131518.001.102.311.782.05- 0- 040.592.971.40--0.528.90- 030.29- 010.30
TANQ-NTANQ-N225039.001.101.831.201.52- 0- 065.216.441.91--0.4517.40- 045.90- 019.31
TOTAL762.3424.2040.75- 0- 01,554.83125.82165.43- 0430.21- 0959.19- 0595.64- 0- 0- 0
COLECTOR MEREYAL AGUAS NEGR COMPUTOS DE COLECTOR AGUAS NEGRASOBRA: REHABILITACION DE LA RED DE CLOACAS DE LOS BARRIOS: SABANA GRANDE LA FLORECITAY EL MEREYAL MUNICIPIO MATURIN EDO. MONAGAS.TRAMOSTUBOZANJAALTURAS B.V. (M)EXCAVACIONDESALOJOTipo deAlturaAlturaRELLENO CON MATERIALREP. ASFALTODEMOL. DE BATEAASFALTOABAJOARRIBADIAMETRO mmLONG. (M)ANCHO (M)ABAJOARRIBAPROM.B.V. ABAJOB.V. ARRIBAA MAQUINA (M3)A MANO (M3)TUB. (M3)Rellenode Piedrade ArenaGRANULAR (M3)PIEDRA (M3)EXCAVACION (M3)PRESTAMO (M3)BOTEE=AREA (M2)E=AREA (M2)BV-B13BV-B13-125080.180.802.242.132.19- 0- 0140.489.623.9410.150.4524.929.62- 0118.03146.890.106.41200- 0- 0- 0- 0BV-B13-1BV-B13-2250121.410.802.132.022.08- 0- 0202.0314.575.9610.150.4537.7514.57- 0168.03211.740.109.71- 0- 0- 0- 0BV-B12-1BV-B12-220088.360.802.291.942.12- 0- 0149.8610.602.7810.150.4025.5010.60- 0128.65156.930.107.07- 0- 0- 0- 0- 0- 0- 0BV-B12-2BV-B12-3200133.320.801.941.751.85- 0- 0197.3116.004.1910.150.4038.4716.00- 0165.32207.980.1010.67- 0- 01.281.34- 0- 0- 0- 0- 0BV-B40BV-B38-131557.480.801.902.021.96- 0- 090.136.904.4810.150.5219.436.90- 070.8294.730.104.601.243.34- 0- 0- 0- 0- 0BV-E14-1BV-B3820015.160.801.941.741.84- 0- 022.321.820.4810.150.404.371.82- 018.6823.530.101.211.122.70- 0BV-B38BV-B3720058.970.801.741.271.51- 0- 071.247.081.8510.150.4017.027.08- 057.0875.950.104.72- 0- 01.221.12- 0- 0- 0- 0- 0BV-B38-3-1BV-B33-720011.740.802.202.002.10- 0- 019.721.410.3710.150.403.391.41- 016.9020.660.100.941.651.30- 0- 0- 0- 0- 0
TOTAL566.626.4015.65- 0- 0893.0968.0024.058.00170.8568.00- 0743.51938.410.8045.33- 0
COLECTOR SECUND. AGUAS NEGRASCOMPUTOS DE COLECTOR AGUAS NEGRASOBRA: REHABILITACION DE LA RED DE CLOACAS DE LOS BARRIOS: SABANA GRANDE LA FLORECITAY EL MEREYAL MUNICIPIO MATURIN EDO. MONAGAS.TRAMOSTUBOZANJAALTURAS B.V. (M)EXCAVACIONDESALOJOTipo deAlturaAlturaRELLENO CON MATERIALREP. ASFALTODEMOL. DE BATEAASFALTOABAJOARRIBADIAMETRO mmLONG. (M)ANCHO (M)ABAJOARRIBAPROM.B.V. ABAJOB.V. ARRIBAA MAQUINA (M3)A MANO (M3)TUB. (M3)Rellenode Piedrade ArenaGRANULAR (M3)PIEDRA (M3)EXCAVACION (M3)PRESTAMO (M3)BOTEE=AREA (M2)E=AREA (M2)BV-A26BV-A2520091.540.802.120.951.54- 0- 0112.7810.982.8810.150.4026.4110.98- 090.81120.100.107.32200- 0- 0- 0- 0BV-A26-1BV-A26-820082.000.802.041.501.77- 0- 0116.119.842.5810.150.4023.669.84- 096.43122.670.106.56- 0- 0- 0- 0BV-A26-1BV-A25-120090.860.802.341.201.77- 0- 0128.6610.902.8510.150.4026.2310.90- 0106.85135.930.107.27- 0- 0- 0- 0- 0- 0- 0BV-A26-2BV-A26-720082.000.802.821.502.16- 0- 0141.709.842.5810.150.4023.669.84- 0122.02148.260.106.56- 0- 01.281.34- 0- 0- 0- 0- 0BV-A26-2BV-A25-220091.760.802.820.811.82- 0- 0133.6011.012.8810.150.4026.4811.01- 0111.58140.940.107.341.243.34- 0- 0- 0- 0- 0BV-A26-3BV-A26-620080.000.802.391.501.95- 0- 0124.809.602.5110.150.4023.099.60- 0105.60131.200.106.401.122.70- 0BV-A26-3BV-A25-320093.440.802.641.572.11- 0- 0157.7311.212.9410.150.4026.9611.21- 0135.30165.200.107.48- 0- 01.221.12- 0- 0- 0- 0- 0BV-A26-4BV-A25-520093.410.802.791.302.05- 0- 0153.1911.212.9310.150.4026.9611.21- 0130.78160.670.107.471.651.30- 0- 0- 0- 0- 0BV-A26-4BV-A26-520078.000.802.791.502.15- 0- 0134.169.362.4510.150.4022.519.36- 0115.44140.400.106.24
BV-B42BV-B42-120055.330.802.001.501.75- 0- 077.466.641.7410.150.4015.976.64- 064.1881.890.104.43
TOTAL838.348.0019.07- 0- 01,280.19100.5926.3410.00241.93100.59- 01,078.991,347.261.0067.07- 0
COLECTOR PRINCIPAL AGUAS NEGRASCOMPUTOS DE COLECTOR AGUAS NEGRASOBRA: REHABILITACION DE LA RED DE CLOACAS DE LOS BARRIOS: SABANA GRANDE LA FLORECITAY EL MEREYAL MUNICIPIO MATURIN EDO. MONAGAS.TRAMOSTUBOZANJAALTURAS B.V. (M)EXCAVACIONDESALOJOTipo deAlturaAlturaRELLENO CON MATERIALREP. ASFALTODEMOL. DE BATEAASFALTOABAJOARRIBADIAMETRO mmLONG. (M)ANCHO (M)ABAJOARRIBAPROM.B.V. ABAJOB.V. ARRIBAA MAQUINA (M3)A MANO (M3)TUB. (M3)Rellenode Piedrade ArenaGRANULAR (M3)PIEDRA (M3)EXCAVACION (M3)PRESTAMO (M3)BOTEE=AREA (M2)E=AREA (M2)BV-B6BV-A26-4400105.230.803.553.363.46- 0- 0291.2812.6313.2210.150.6037.2912.63- 0249.19299.700.108.42200- 0- 0- 0BV-A26-4BV-A26-340070.870.803.362.963.16- 0- 0179.168.508.9110.150.6025.118.50- 0150.81184.830.105.67- 0- 0- 0BV-A26-3BV-A26-240069.480.802.963.223.09- 0- 0171.758.348.7310.150.6024.628.34- 0143.96177.310.105.56- 0- 0- 0- 0- 0- 0BV-A26-2BV-A26-140074.440.803.222.442.83- 0- 0168.538.939.3510.150.6026.388.93- 0138.76174.490.105.96- 0- 01.281.34- 0- 0- 0- 0BV-A26-1BV-A2640087.500.802.442.522.48- 0- 0173.6010.5011.0010.150.6031.0010.50- 0138.60180.600.107.001.243.34- 0- 0- 0- 0BV-A26BV-A2740071.680.802.522.792.66- 0- 0152.548.609.0110.150.6025.408.60- 0123.86158.270.105.731.122.70- 0- 0- 01.221.12
- 0- 01.651.30- 0
TOTAL479.204.8017.68- 0- 01,136.8657.5060.226.00169.8057.50- 0945.181,175.200.6038.34- 0
TANQUILLAS COMPUTOS DE TANQUILLAOBRA: CONSOLIDACION DE BARRIO SAN SIMON, LA CRUZ. MATURIN. EDO. MONAGAS.B.V.TIPODIAMETRO COLECTORPROF. DE RASANTEANCHO DE ZANJA COLECTOREXCAVACION A MAQUINAEXCAVACION A MANODESALOJO TANQUILLADESALOJO BASEDESALOJO PIEDRABOTEROTURA ASF. (m2)RELLENOCONOSMARCO Y TAPALARGOANCHOVOLUMENLARGOANCHOPROF. RASVol TANQ =TANQ-A1a4001.691.102.002.007.560.401.601.601.694.330.380.134.84- 02.72- 0- 0TANQ-B1a4001.791.102.002.008.000.401.601.601.794.580.380.135.09- 02.91- 0- 0TANQ-B11a2001.801.102.002.008.040.401.601.601.804.610.380.135.12- 02.92- 0- 0TANQ-C1a5001.991.102.002.008.800.401.601.601.995.090.380.135.60- 03.20- 0- 0TANQ-D1a5002.211.102.002.009.680.401.601.602.215.660.380.136.17- 03.51- 0- 0TANQ-E1a6002.431.102.002.0010.560.401.601.602.436.220.380.136.73- 03.83- 0- 0TANQ-E11a4001.891.102.002.008.400.401.601.601.894.840.380.135.35- 03.05- 0- 0TANQ-E1'1a3151.531.102.002.006.960.401.601.601.533.920.380.134.43- 02.53- 0- 0TANQ-E21a3151.201.102.002.005.640.401.601.601.203.070.380.133.58- 02.06- 0- 0TANQ-F1a6002.641.102.002.0011.400.401.601.602.646.760.380.137.27- 04.13- 0- 0TANQ-G1a7102.811.102.002.0012.080.401.601.602.817.190.380.137.70- 04.38- 0- 0TANQ-H1a7102.201.102.002.009.640.401.601.602.205.630.380.136.14- 03.50- 0- 0TANQ-I2a7102.791.102.002.0012.000.401.601.602.797.140.380.137.651.004.35- 0- 0TANQ-O3a7101.131.102.002.005.360.401.601.601.132.890.380.133.402.001.96- 0- 0TANQ-N4a7102.001.102.002.008.840.401.601.602.005.120.380.135.633.003.21- 0- 0TANQ-N15a2041.781.102.002.007.960.401.601.601.784.560.380.135.074.002.89- 0- 0TANQ-N26a2051.201.102.002.005.640.401.601.601.203.070.380.133.585.002.06- 0- 0TANQ-M7a2061.481.102.002.006.760.401.601.601.483.790.380.134.306.002.46- 0- 0TANQ-L8a2071.231.102.002.005.760.401.601.601.233.150.380.133.667.002.10- 0- 0TANQ-K9a2081.141.102.002.005.400.401.601.601.142.920.380.133.438.001.97- 0- 0TANQ-J10a2091.031.102.002.004.960.401.601.601.032.640.380.133.159.001.81- 0- 0TANQ-M111a2100.871.102.002.004.320.401.601.600.872.230.380.132.7410.001.58- 0- 0
TOTAL173.768.8035.2035.2038.83110.6355.0063.13- 0- 0
BOCAS DE VISITA (MEREYAL) COMPUTOS DE BOCA DE VISITAOBRA: REHABILITACION DE LA RED DE CLOACAS DE LOS BARRIOS: SABANA GRANDE LA FLORECITAY EL MEREYAL MUNICIPIO MATURIN EDO. MONAGAS.B.V.TIPODIAMETRO COLECTORPROF. DE RASANTEANCHO DE ZANJA COLECTOREXCAVACION A MAQUINAEXCAVACION A MANODESALOJO CILINDRODESALOJO BASEDESALOJO CONOBOTEROTURA ASF. (m2)RELLENOCONOSMARCO Y TAPALARGOANCHOVOLUMENH CIL IaH CIL IIV CIL.=BV-B131a2502.240.802.002.009.800.400.98- 01.731.881.054.66- 05.141.001.00BV-B13-11a2502.130.802.002.009.360.400.87- 01.541.881.054.47- 04.891.001.00BV-B13-21a2502.020.802.002.008.920.400.76- 01.351.881.054.28- 04.641.001.00BV-B12-11a2002.290.802.002.0010.000.401.08- 01.911.681.054.64- 05.361.001.00BV-B12-21a2001.940.802.002.008.600.400.731.291.681.054.021.004.581.001.00BV-B12-31a2001.750.802.002.007.840.400.54- 00.961.681.053.69- 04.151.001.00BV-B401a3151.900.802.002.008.440.400.58- 01.032.141.054.22- 04.221.001.00BV-B38-11a3152.020.802.002.008.920.400.70- 01.242.141.054.43- 04.491.001.00BV-E14-11a2001.940.802.002.008.600.400.73- 01.291.681.054.02- 04.581.001.00BV-B381a2001.740.802.002.007.800.400.53- 00.941.681.053.67- 04.131.001.00BV-B371a2001.270.802.002.005.920.400.06- 00.111.681.052.84- 03.081.001.00BV-B38-3-11a2002.200.802.002.009.640.400.99- 01.751.681.054.48- 05.161.001.00BV-B33-71a2002.000.802.002.008.840.400.79- 01.401.681.054.13- 04.711.001.00
TOTAL112.685.209.3416.5453.551.0059.1313.0013.00
BOCAS DE VISITA (SECUNDARIA) COMPUTOS DE BOCA DE VISITAOBRA: REHABILITACION DE LA RED DE CLOACAS DE LOS BARRIOS: SABANA GRANDE LA FLORECITAY EL MEREYAL MUNICIPIO MATURIN EDO. MONAGAS.B.V.TIPODIAMETRO COLECTORPROF. DE RASANTEANCHO DE ZANJA COLECTOREXCAVACION A MAQUINAEXCAVACION A MANODESALOJO CILINDRODESALOJO BASEDESALOJO CONOBOTEROTURA ASF. (m2)RELLENOCONOSMARCO Y TAPALARGOANCHOVOLUMENH CIL IaH CIL IIV CIL.=BV-251a2000.950.802.002.004.640.40(0.26)- 0(0.46)1.681.052.27- 02.371.001.00BV-A26-81a2001.500.802.002.006.840.400.29- 00.511.681.053.24- 03.601.001.00BV-A25-11a2001.200.802.002.005.640.40(0.01)- 0(0.02)1.681.052.71- 02.931.001.00BV-A26-51a2001.500.802.002.006.840.400.29- 00.511.681.053.24- 03.601.001.00BV-A25-21a2000.810.802.002.004.080.40(0.40)(0.71)1.681.052.021.002.061.001.00BV-A26-61a2001.500.802.002.006.840.400.29- 00.511.681.053.24- 03.601.001.00BV-A25-31a2001.570.802.002.007.120.400.36- 00.641.681.053.37- 03.751.001.00BV-A25-51a2001.300.802.002.006.040.400.09- 00.161.681.052.89- 03.151.001.00BV-A26-51a2001.500.802.002.006.840.400.29- 00.511.681.053.24- 03.601.001.00BV-B42-11a2001.500.802.002.006.840.400.29- 00.511.681.053.24- 03.601.001.00
TOTAL61.724.001.232.1629.461.0032.2610.0010.00
BOCAS DE VISITA COMPUTOS DE BOCA DE VISITAOBRA: REHABILITACION DE LA RED DE CLOACAS DE LOS BARRIOS: SABANA GRANDE LA FLORECITAY EL MEREYAL MUNICIPIO MATURIN EDO. MONAGAS.B.V.TIPODIAMETRO COLECTORPROF. DE RASANTEANCHO DE ZANJA COLECTOREXCAVACION A MAQUINAEXCAVACION A MANODESALOJO CILINDRODESALOJO BASEDESALOJO CONOBOTEROTURA ASF. (m2)RELLENOCONOSMARCO Y TAPALARGOANCHOVOLUMENH CIL IaH CIL IIV CIL.=BV-B61a4003.550.802.002.0015.040.402.14- 03.792.481.057.32- 07.721.001.00BV-A26-41a4003.360.802.002.0014.280.401.95- 03.452.481.056.98- 07.301.001.00BV-A26-31a4002.960.802.002.0012.680.401.55- 02.742.481.056.27- 06.411.001.00BV-A26-21a4003.220.802.002.0013.720.401.81- 03.202.481.056.73- 06.991.001.00BV-A26-11a4002.440.802.002.0010.600.401.031.822.481.055.351.005.251.001.00BV-A261a4002.520.802.002.0010.920.401.11- 01.962.481.055.49- 05.431.001.00BV-A271a4002.790.802.002.0012.000.401.38- 02.442.481.055.97- 06.031.001.00
TOTAL89.242.8010.9719.4044.111.0045.137.007.00
COLECTOR AGUAS NEGRAS ARRIBACOMPUTOS DE COLECTOR AGUAS NEGRASOBRA: CONSTRUCCION DEL MERCADO MUNICIPAL DE CAICARA DE MATURIN MUNICIPIO CEDEO EDO. MONAGAS.TRAMOSTUBOZANJAALTURAS B.V. (M)EXCAVACIONDESALOJOTipo deAlturaAlturaRELLENO CON MATERIALREP. ASFALTODEMOL. DE BATEAABAJOARRIBADIAMETRO mmLONG. (M)ANCHO (M)ABAJOARRIBAPROM.B.V. ABAJOB.V. ARRIBAA MAQUINA (M3)A MANO (M3)TUB. (M3)Rellenode Piedrade ArenaGRANULAR (M3)PIEDRA (M3)EXCAVACION (M3)PRESTAMO (M3)BOTEE=AREA (M2)E=AREA (M2)TANQ-2TANQ-111022.080.701.251.051.15- 0- 017.772.320.21--0.314.58- 012.98- 04.79- 0- 0200
TANQ-3TANQ-216029.080.701.431.251.34- 0- 027.283.050.58--0.366.75- 019.95- 07.33
TANQ-4TANQ-320028.460.701.601.431.52- 0- 030.282.990.89--0.407.08- 022.31- 07.97- 0- 0- 0- 0- 0TANQ-5TANQ-420022.720.701.701.601.65- 0- 026.242.390.71--0.405.65- 019.88- 06.36- 0- 0- 0- 01.281.34- 0TANQ-7TANQ-616029.290.700.980.800.89- 0- 018.253.080.59--0.366.79- 010.87- 07.38- 0- 01.243.34- 0TANQ-8TANQ-720029.520.701.150.981.07- 0- 022.113.100.93--0.407.34- 013.84- 08.27- 0- 01.122.70- 0TANQ-9TANQ-820011.030.701.451.151.30- 0- 010.041.160.35--0.402.74- 06.95- 03.09- 0- 01.221.12- 0TANQ-1TANQ-1'11023.820.700.600.800.70- 0- 011.672.500.23--0.314.94- 06.50- 05.17- 0- 01.651.30
TANQ-2TANQ-2'1104.080.700.600.800.70- 0- 02.000.430.04--0.310.85- 01.11- 00.89
TANQ-3TANQ-3'11027.520.700.600.800.70- 0- 013.482.890.26--0.315.71- 07.51- 05.97
TANQ-4TANQ-4'1109.700.700.600.800.70- 0- 04.751.020.09--0.312.01- 02.65- 02.10
TANQ-5TANQ-5'11027.770.700.600.800.70- 0- 013.612.920.26--0.315.77- 07.58- 06.03
TANQ-6TANQ-6'1106.130.700.600.800.70- 0- 03.000.640.06--0.311.27- 01.67- 01.33
TANQ-7TANQ-7'11017.050.700.600.800.70- 0- 08.351.790.16--0.313.54- 04.65- 03.70
TANQ-8TANQ-8'1102.000.700.600.800.70- 0- 00.980.210.02--0.310.41- 00.55- 00.43
TOTAL290.2510.5014.52- 0- 0209.8130.495.38- 065.43- 0139.00- 070.81- 0- 0- 0
BANCADASCOMPUTOS DE BANCADASOBRA: CONSTRUCCION DEL MERCADO MUNICIPAL DE CAICARA DE MATURIN MUNICIPIO CEDEO EDO. MONAGAS.TRAMOSTUBOZANJAALTURAS B.V. (M)EXCAVACIONDESALOJOTipo deAlturaAlturaRELLENO CON MATERIALREP. ASFALTODEMOL. DE BATEADIAMETRO mmLONG. (M)ANCHO (M)ABAJOARRIBAPROM.B.V. ABAJOB.V. ARRIBAA MAQUINA (M3)A MANO (M3)TUB. (M3)Rellenode Piedrade ConcretoCONCRETOPIEDRA (M3)EXCAVACION (M3)PRESTAMO (M3)BOTEE=AREA (M2)E=AREA (M2)1 TUBO RCC 21050947.900.601.201.201.20- 0- 0682.4985.311.86--0.20111.89- 0568.74- 0113.75- 0- 0150
2 TUBOS RCC 21011089.700.601.201.201.20- 0- 064.588.071.70--0.2612.29- 050.59- 013.99
1 TUBO RCC 18050148.000.600.700.700.70- 0- 062.1613.320.29--0.2017.47- 044.40- 017.76- 0- 0- 0- 0- 05 TUBOS RCC 18050,75(2,3)13.500.600.900.900.90- 0- 07.291.222.32--0.350.52- 04.45- 02.84- 0- 0- 0- 01.281.34- 02 TUBOS RCC 1807517.500.600.700.700.70- 0- 07.351.580.15--0.232.27- 04.93- 02.42- 0- 01.243.34- 03 TUBOS RCC 1807550.950.600.700.700.70- 0- 021.404.590.68--0.3510.02- 010.70- 010.70- 0- 01.122.70- 08 TUBOS RCC 18075,50(7,1)10.500.600.700.700.70- 0- 04.410.950.37--0.482.65- 01.39- 03.02- 0- 01.221.12- 011 TUBOS RCC 1807516.000.600.900.900.90- 0- 08.641.440.78--0.604.98- 02.88- 05.76- 0- 01.651.30- 014 TUBOS RCC 180753.000.801.201.201.20- 0- 02.880.360.19--0.601.25- 01.44- 01.44- 0- 01.651.30
8 TUBOS RCC 1801101.900.801.151.151.15- 0- 01.750.230.09--0.420.55- 01.11- 00.64- 0- 01.651.30
TOTAL1,298.956.409.35- 0- 0798.37117.078.43- 0163.89- 0690.63- 0158.33- 0- 0- 0
