FORMULA POLINOMICAINDICES UNIFICADOS1TRAZO NIVELACION Y REPLANTEO DE ZANJAS/M12410.57 TOPOGRAFO 0.24 2978.5368 4712410.57 PEON 0.18 2233.9026 4712410.57 yeso de 28kg0.02 248.2114 412410.57 madera orr!e"#e 0.09 1116.9513 4312410.57 $erram!e"#as ma"%a&es 0.01 124.1057 3712410.57 m!ras y 'a&o"es 0.07 868.7399 4912410.57 #eodo&!#o 0.06 744.6342 4912410.57 "!(e& 0.03 372.3171 49EXCAVACION DE ZANJA TERRENO SEMIROCOSO TUBERIA 8-12" HASTA 1.511!"#.88 OF)*)A+ 0.64 7471.2832 4711!"#.88 PEON 1.16 13541.7008 4711!"#.88 RETROE,*A-A.ORA /O0RE OR1GA 80 2113P 9.08 105998.83 4912$1%.5 PEON 3.06 37976.13 4712$1%.5 ARENA GR1E/A 3.6 44677.8 512$1%.& PEON 1.82 22587.838 4712$1%.& ARENA GR1E/A 8.9 110457.01 512$1%.& 3ERRA4)ENTA/ 4AN1A+E/ 0.05 620.545 3712$1%.& *A4)ON *)/TERNA 4 , 2 5AG1A6 122 3P 17500 g& 0.06 744.654 4912$1%.& *A4)ON -O+81ETE 4 , 2 1402210 3P 6 m3 1.02 12659.118 4912$1%.& *O4PA*TA.ORA .E 85 2 95 kg 0.24 2978.616 4912$1%.& *ARGA.OR /O0RE ++ANTA/ 1002115 3P 222.25 yd3 0.48 5957.232 49SUMINISTRO E INSTALACION TUBERIA PVC. UNION FLEXIBLE DN 1!% MM C-2%8339.5OPERAR)O 0.23 1918.085 478339.5OF)*)A+ 0.2 1667.9 478339.5PEON 0.36 3002.22 478339.5+10R)*ANTE*ANTE PARA T10ER)A P-* 0.15 1250.925 1 1250.9258339.5AN)++O A+*ANTAR)++A 160 44 0.5 4169.75 98339.5T10ER)A .E A+*ANTAR)++A.O .E P-* .N 160 mm , 6 m19.25 160535.375 728339.53ERRA4)ENTA/ 4AN1A+E/ 0.0237 197.64615 37SUMINISTRO E INSTALACION TUBERIA PVC. UNION FLEXIBLE DN 2%% MM C-2%2791OPERAR)O 0.23 641.93 472791OF)*)A 0.25 697.75 472791PEON 0.45 1255.95 472791+10R)*ANTE*ANTE PARA T10ER)A P-* 0.13 362.83 1 362.832791AN)++O A+*ANTAR)++A 20044 1 2791 92791T10ER)A .E A+*ANTAR)++A.O .E P-* .N 160 mm , 6 m29.01 80966.91 7227913ERRA4)ENTA/ 4AN1A+E/ 0.99 2763.09 37SUMINISTRO E INSTALACION TUBERIA PVC. UNION FLEXIBLE DN 25% MM C-2%517.5 OPERAR)O 0.33 170.775 47517.5 OF)*)A 0.29 150.075 47517.5 PEON 0.52 269.1 47517.5 +10R)*ANTE*ANTE PARA T10ER)A P-* 0.19 98.325 1 98.325517.5 AN)++O A+*ANTAR)++A 44 250 1.5 776.25 9517.5 T10ER)A .E A+*ANTAR)++A.O .E P-* .N 160 mm , 6 m46.7 24167.25 72517.5 3ERRA4)ENTA/ 4AN1A+E/ 0 0 37SUMINISTRO E INSTALACION TUBERIA PVC. UNION FLEXIBLE DN #15MM428OPERAR)O 0.35 149.8 47428OF)*)A 0.3 128.4 47428PEON 0.55 235.4 47428+10R)*ANTE*ANTE PARA T10ER)A P-* 0.29 124.12 1 124.12428AN)++O A+*ANTAR)++A 350 44 2.17 928.76 9428T10ER)A .E A+*ANTAR)++A.O .E P-* .N 160 mm , 6 m73.31 31376.68 724283ERRA4)ENTA/ 4AN1A+E/ 0 0 37SUMINISTRO E INSTALACION TUBERIA PVC. UNION FLEXIBLE DN $5%MM245OPERAR)O 0.57 139.65 47245OF)*)A 0.5 122.5 47245PEON 0.91 222.95 47245T10ER)A .E A+*ANTAR)++A.O .E P-* .N 160 mm , 6 m185.4 45423 722453ERRA4)ENTA/ 4AN1A+E/ 0 0 37CONSTRUCCION DE BUZON DE CONCRETO D'1.2 M EN TERRENOSEMIROCOSO HASTA 1.5% 77OPERAR)O 76.37 5880.49 4777OF)*)A+ 33.49 2578.73 4777PEON 363.2 27966.4 4777A+A40RE NEGRO RE*O*).O 9 16 kg 1.03 79.31 677A*ERO .E REF1ER:O ;y129.32 9957.64 577ARENA GR1E/A24.14 1858.78 577*E4ENTO PORT+AN. T)PO ) 542.5 kg6423.6 32617.2 2177?E/O .E 28 @g4.96 381.92 4774A.ERA TORN)++O )N*+1?E *ORTE PARA EN*OFRA.O113.21 8717.17 4377TAPA ? 4AR*O F)ERRO F1N.).O PARA 01:ONE/271.19 20881.63 50773ERRA4)ENTA/ 4AN1A+E/ A 14.19 1092.63 37774O+.E 4ETA+)*O PARA 01:ON33.89 2609.53 977*O4PA*TA.ORA .E 85 2 95 kg39.55 3045.35 4977*ARGA.OR /O0RE ++ANTA/ 1002115 3P 222.25 yd310.57 813.89 4977-)0RA.OR .E *ON*RETO 3=4> 2 2>7.35 565.95 49774E:*+A.ORA .E *ON*RETO TRO4PO 8 3P 9 B316.95 1305.15 49CONSTRUCCION DE BUZON DE CONCRETO D'1.2 M EN TERRENOSEMIROCOSO HASTA 1.51 -215OPERAR)O 137.47 2062.05 4715OF)*)A+ 80.38 1205.7 4715PEON 690.08 10351.2 4715A+A40RE NEGRO RE*O*).O 9 16 kg 1.03 15.45 615A*ERO .E REF1ER:O ;y140.23 2103.45 515ARENA GR1E/A26.18 392.7 515*E4ENTO PORT+AN. T)PO ) 542.5 kg6457.41 6861.15 2115?E/O .E 28 @g4.96 74.4 4154A.ERA TORN)++O )N*+1?E *ORTE PARA EN*OFRA.O113.21 1698.15 4315TAPA ? 4AR*O F)ERRO F1N.).O PARA 01:ONE/271.19 4067.85 50153ERRA4)ENTA/ 4AN1A+E/ A 39.5 592.5 37154O+.E 4ETA+)*O PARA 01:ON92.18 1382.7 915*O4PA*TA.ORA .E 85 2 95 kg50.84 762.6 4915*ARGA.OR /O0RE ++ANTA/ 1002115 3P 222.25 yd323.73 355.95 4915-)0RA.OR .E *ON*RETO 3=4> 2 2>39.66 594.9 49154E:*+A.ORA .E *ON*RETO TRO4PO 8 3P 9 B317.63 264.45 49CONSTRUCCION DE BUZON DE CONCRETO D'1.2 M EN TERRENOSEMIROCOSO HASTA 2 .1 - #4OPERA*)O 171.84 687.36 474OF)*)A+ 100.48 401.92 474PEON 1044.2 4176.8 474A+A40RE NEGRO RE*O*).O 9 16 kg 1.03 4.12 64A*ERO .E REF1ER:O ;y177.31 709.24 54ARENA GR1E/A33.1 132.4 54*E4ENTO PORT+AN. T)PO ) 542.5 kg6572.34 2289.36 214?E/O .E 28 @g4.96 19.84 444A.ERA TORN)++O )N*+1?E *ORTE PARA EN*OFRA.O113.21 452.84 434TAPA ? 4AR*O F)ERRO F1N.).O PARA 01:ONE/271.19 1084.76 5043ERRA4)ENTA/ 4AN1A+E/ A 39.5 158 3744O+.E 4ETA+)*O PARA 01:ON92.18 368.72 94*O4PA*TA.ORA .E 85 2 95 kg5.84 23.36 494*ARGA.OR /O0RE ++ANTA/ 1002115 3P 222.25 yd323.73 94.92 494-)0RA.OR .E *ON*RETO 3=4> 2 2>39.66 158.64 4944E:*+A.ORA .E *ON*RETO TRO4PO 8 3P 9 B317.63 70.52 49CONEXI(N DE DESA)UE TUBO 1!%MM S2% TERRO SEMIROCOSO HASTA $.%%1229OPERAR)O 22.91 28156.39 471229OF)*)A+ 10.05 12351.45 471229PEON 54.48 66955.92 471229P)E.RA *3AN*A.A .E 1=2>3.97 4879.13 51229ARENA GR1E/A14.6 17943.4 51229*E4ENTO PORT+AN. T)PO ) 542.5 kg621.19 26042.51 211229*ACA *ON*RETO /)4P+E .E/AG1E 0.3,0.6m+ )N*+1?E 16.95 20831.55 671229TAPA*ON*RETO AR4A.O .E/AG1E 0.3,0.6m+ )N*+1?E 5.14 6317.06 7012294A.ERA TORN)++O )N*+1?E *ORTE PARA EN*OFRA.O134.85 165730.65 431229T10O .E A+*ANTAR)++A.O .E P-* .N 160 mm D 6m 27.97 34375.13 501229/)++A TEE 20044 , 16544 14.58 17918.82 721229*O.O 16044 , 4544 251.69 309327.01 7212293ERRA4)ENTA/ 4AN1A+E/ A 2.62 3219.98 371229*O4PA*TA.ORA .E 85 2 95 kg9.49 11663.21 491836.200.001164ONO4)O .E/*R)P*)ON )1 )N*).EN*)A A *OEF. )N*.C 4ANO .E O0RA 47 0.16510 100A 0.16510AGREGA.O GR1E/O 5 0.12246 99.624AATA TAPA *ON*RETO AR4A.O 70 0.00040 0.325A 0.1229227A+AN0RE RE*O*).O 6 0.00006 0.051A4A.ERA PARA EN*OFRA.O 43 0.11270 98.531A4+A +10R)*ANTE 1 0.00116 1.014A 0.11438ARENA F)NA 4 0.00052 0.455AT10ER)A P-* A+*ANTAR)++A 72 0.42471 99.106AT4 4AR*O ? TAPA .E F)ERRO F 50 0.00383 0.894A 0.42854*E4ENTO PORT+AN. T1 21 0.04300 70.754A*A4 AN)++O A+*ANTAR)++A 9 0.00826 13.591A 0.060784A81)NAR)A )4PORTA.A 49 0.00952 15.656AA*ERO .E REF1ER:O3 0.03185 62.920AA3* 3ERRA4)ENTA 4AN1A+ 37 0.00556 10.984A 0.05062*ACA *ON*RETO /)4P+E 67 0.01321 26.096AG1 GA/TO/ ? 1T)+).A.E/ 39 0.15254 100.000A 0.15254FORMULA POLINOMICAINDICES UNIFICADOS# $ 5 ! & 21 #" #&248.2114124.105744677.8110457.01620.5454169.75197.6461527912763.09776.250928.760079.312344.6583.169957.641858.7832617.2381.921092.632609.5315.45456.7516.22103.45392.76861.1574.4592.51382.74.12121.84.32709.24132.42289.3619.84158368.724879.1317943.426042.513219.98240540.062923.20 828.05 193111.55 98.88 13026.71 67810.22 8768.50 240540.060.00185 0.00052 0.12246 0.0000627 0.00826 0.043002 0.00556 0.152540.99623580.00325410.00051010.98531220.01014150.00454620.99106270.00893730.70753740.13590670.15655590.62919790.1098380.2609641INDICES UNIFICADOS$# $" $& 5% !" "% "22978.53682233.90261116.9513868.7399744.6342372.31717471.283213541.7008105998.830437976.1322587.838744.65412659.1182978.6165957.2321918.0851667.93002.22160535.375641.93697.751255.9580966.91170.775150.075269.124167.25149.8128.4235.431376.68139.65122.5222.95454235880.492578.7327966.48717.1720881.633045.35813.89565.951305.152062.051205.710351.21698.154067.85762.6355.95594.9264.45687.36401.924176.8452.841084.7623.3694.92158.6470.5228156.3912351.4566955.9220831.556317.06165730.6534375.1317918.82309327.0111663.21177715.76 260336.29 150043.03 60409.37 20831.55 6317.06 669715.050.112701 0.165096 0.009515 0.00383 0.01321 0.0004 0.42471RE. .E A+*ANTAR)++A.O.E/*R)P*)ONTRA0ACO/ PRE+)4)NARE/TRA:ON)-E+A*)ON ? REP+ANTEO .E :ANCA/RE. .E A+*ANTAR)++A.O.E/*R)P*)ON 1N).A. 4ETRA.O PRE*)O PAR*)A+ TOTA+TRA0ACO/ PRE+)4)NARE/TRA:ON)-E+A*)ON ? REP+ANTEO .E :ANCA/