Generadores Mayo Ino

M.O.12-SepPRESUPUESTADOREAL EN OBRA HASTA HOYRetroexcavadora10 DIAS79horasRetroexcavadora11 dias88horasTepetate432M3Tepetate15120M3TierraTierraEscombroExcombroConstruccin de la bodegaCisterna completaTepetate 16 m3Excavacin de zapatas aisladasExcavacin de contratrabesRetiro del aguaMovimiento de tierrasrelleno y compactacin Habilitado de acero (Ton)zapatasAcerocontratrabes10596.24kgalambredadosalambnmuro de contensin.Concreto estructuralzapatascontratrabesdadosmuro de contensin.Z12.6x2.6No. De zapatas: 4

Z1piezas#Largomlkg/mTotal kg.Varilla pzaAcero21.852.656.681.60390.8580421.852.656.681.60390.85804Concreto250 kg/cm2113.36181.716089.4466667Varilla No. 5726.86432kglargoanchoaltoTotal m32.62.60.553.72Concreto

DADO0.6X0.61.25piezas#Largomlkg/mTotal kg.Varilla pzaAcero862.419.22.31544.4481.6No. 6732.636.40.56320.49323.0333333333No. 3Concreto250 kg/cm264.9412largoanchoaltoTotal m3259.7648kg0.60.61.10.40Concreto.

Z22.2x2.2No. De zapatas: 9

Z2piezas#Largomlkg/mTotal kg.Varilla pzaAcero15.666666666752.234.46666666671.60355.250066666715.666666666752.234.46666666671.60355.2500666667994.5012kgConcreto250 kg/cm268.9333333333110.50013333335.7444444Varilla No. 5largoanchoaltoTotal m32.22.20.552.66Concreto

DADO0.6X0.61.25piezas#Largomlkg/mTotal kg.Varilla pzaAcero862.419.22.31544.4481.6No. 66.2532.632.50.56318.29752.7083333333No. 3Concreto250 kg/cm262.7455564.7095kglargoanchoaltoTotal m30.60.61.10.40Concreto.

Z32x2No. De zapatas: 2

Z3piezas#Largomlkg/mTotal kg.Varilla pzaAcero1151.819.81.60331.73941151.819.81.60331.7394Concreto250 kg/cm239.663.47883.3000000Varilla No. 5126.9576kglargoanchoaltoTotal m3220.552.20Concreto


Z41.5x1.5No. De zapatas: 2

Z4piezas#Largomlkg/mTotal kg.Varilla pzaAcero1141.516.51.01616.7641141.516.51.01616.764Concreto250 kg/cm23333.5282.7500000Varilla No. 567.056kglargoanchoaltoTotal m31.51.50.4250.96Concreto


MUR CONT1x1.5Ml. De muro de cont.1BASE

MUR CONTpiezas#Largomlkg/mTotal kg.Varilla pzaAcero5.263157894731.1612.21052631580.5627.894736842131.6626.21052631580.5614.677894736838.421052631616.67789473683.2017544Varilla No. 316.6778947368kgConcreto250 kg/cm2largoanchoaltoTotal m310.21.50.30Concreto

MUR CONT1x3.3Ml. De muro de cont.1ALTURA DEL MURO

MUR CONTpiezas#Largomlkg/mTotal kg.Varilla pzaAcero5.26315789473110.52631578950.565.894736842117.368421052633.3114.63157894740.5664.1936842105125.157894736870.088421052610.4298246Varilla No. 33854.8631578947kgConcreto250 kg/cm2largoanchoaltoTotal m310.23.50.70Concreto

ESPOLN1.4X2.21piezas#Largomlkg/mTotal kg.Varilla pzaAcero7.368421052633.653.05263157890.5629.70947368424.4210526316No.311.578947368433.641.68421052630.5623.34315789473.4736842105No. 353.0526315789477.4736842105kgConcreto250 kg/cm2largoanchoaltoTotal m31.50.21.20.36Concreto7246.2010 ton??revisar entregas

REFUERZO0.85X0.61.25piezas#Largomlkg/mTotal kg.Varilla pzaAcero5.263157894731.4515.26315789470.568.54736842111.2719298246No.35.263157894731.4515.26315789470.568.54736842111.2719298246No. 317.0947368421

CT 120X0.451 MLpiezas#Largomlkg/mTotal kg.Varilla pzaAcero64161.0166.0960.5No.4531.427.10.5633.99730.5916666667No. 310.0933204.33Concreto300 kg/cm2largoanchoaltoTotal m310.450.20.09ConcretoC-10.45X0.451.8piezas#Largomlkg/mTotal kg.Varilla pzaAcero1264.857.62.235128.7364.8No. 6estribos2631.846.80.56326.34843.9No.32631.436.40.56320.4932Concreto300 kg/cm2175.5776largoanchoaltoTotal m30.450.453.50.71Concreto.C-20.45X0.451.8piezas#Largomlkg/mTotal kg.Varilla pzaAcero864.838.42.23585.8243.2No. 6estribos2631.846.80.56326.34843.9No.32631.436.40.56320.49323.0333333333Concreto300 kg/cm2132.6656largoanchoaltoTotal m30.450.453.50.71Concreto.TOTAL DE ACERO 25 SEPT3998.00500.002511.961513.682162.402005.822016.002004.00104.0016,815.86

MlPeso 3/8"TOTAL KG1465Estribos 3/8"0.40.21.30.5631072.2335220Estribos 3/8"0.450.451.90.563235.334200Estribos 3/8"3030120.10.56313523.2614830.827514.8308275

Columna C-10.45X0.451.8piezas#Largomlkg/mTotal kg.Varilla pzaAcero 1262.934.82.23577.7786.4815No.6estribos2631.846.80.56326.34843.9No.32631.436.40.56320.4932124.61963 COLUMNAS373.8588

Concreto300 kg/cm2largoanchoaltoTotal m32.90.450.450.59Concreto.

Columna C-20.45X0.451.8piezas#Largomlkg/mTotal kg.Varilla pzaAcero 862.923.22.23551.8524.321No.6estribos2631.846.80.56326.34843.9No.32631.436.40.56320.49323.033333333398.693612 COLUMNAS1184.3232

Concreto300 kg/cm2largoanchoaltoTotal m32.90.450.450.59Concreto.6.46

BASEFOSO ELEVADOR1.6x1.8Ml. De muro de cont.1LOSA

MUR CONTpiezas#Largomlkg/mTotal kg.Varilla pzaAcero8.421052631631.7629.64210526320.5616.59957894749.473684210531.9637.13684210530.5620.796631578966.778947368437.39621052635.5649123Varilla No. 337.3962105263kg

PAREDESFOSO ELEVADOR1.8x1.3Ml. De muro de cont.1ALTURA DEL MURO


MURO HASTA EL ENRASEFOSO ELEVADOR1.6x1.3Ml. De muro de cont.1ALTURA DEL MURO


TR-10.275X0.150.85piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4430.8123.20.994122.460810.2050666667estribos315.620.85268.260.2567.06522.355

Concreto300 kg/cm2189.5258varilla no. 5largoanchoaltoTotal m331.150.450.22.80Concreto.



TR-30.2X0.41.15piezas#Largomlkg/mTotal kg.Varilla pzaAcero 2411.4422.880.99422.742721.89522666672511.4422.881.55235.509762.9591466667estribos76.266666666721.1587.70666666670.2521.92666666677.3088888889Concreto300 kg/cm280.1791466667varilla no. 5largoanchoaltoTotal m311.440.40.20.92Concreto.

T-10.4X0.21.222.44piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5522.67113.351.552175.919214.6599333333bastones551.21.31.5529.312bastones1552.152.41.55250.052estribos112.473684210531.2134.96842105260.5675.582315789511.2473684211estribos volado0.3x0.15113.43755113.43751.55220.8551.7379166667No. 5bastones552.21.31.55217.072Concreto300 kg/cm2348.7925157895varilla no. 5largoanchoaltoTotal m322.430.450.22.02Concreto.

T-20.6X0.21.6Seccin 1 F (1-5)piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5510.954.51.55284.5847.0486666667Acero 2410.921.80.99421.66921.8057666667bastones651.21.31.55211.1744bastones352.12.41.5529.7776estribos59.947368421131.695.91578947370.5653.71284210537.9929824561


Seccin 2 F (5-9)piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5511.155.51.55286.1367.178bastones651.241.31.55211.54688bastones552.242.41.55217.3824estribos54.631578947431.476.48421052630.5642.83115789476.3736842105


T-30.4X0.21.2Seccin 1 F (1-5)piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4511.144.41.55268.90885.7424estribos59.947368421131.271.93684210530.5640.28463157895.9947368421

Concreto300 kg/cm2109.1934315789largoanchoaltoTotal m311.10.40.20.89Concreto.

T-40.4X0.21.2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4511.5461.55271.3925.9493333333

bastones1051.21.31.55218.624bastones652.12.51.55219.5552estribos60.526315789531.272.63157894740.5640.67368421056.0526315789

Concreto300 kg/cm2150.2448842105varilla no. 5 y 3largoanchoaltoTotal m311.50.40.20.92Concreto.

Refuerzo en Losa de vigueta y bovedillaNervios de temperaturaEJESpiezas#Largomlkg/mTotal kg.Varilla pza(9-9`) (A-K)241.22.40.9942.38560.1988(7-9) (A-K)2411220.99421.8681.8223333333(6-5) (A-K)2411220.99421.8681.8223333333(3-5) (A-I)248.7517.50.99417.3951.4495833333(3-5) (I-K)242.24.40.9944.37360.3644666667(1-3) (A-F)446.52726.1080.99425.9513522.1626126667(2-3) (H-K)241.252.50.9942.4850.207083333341.92796.3265528.0272126667varilla no. 4

BASTONES PARA VIGUETAS SEGN ESTRUCTURALpiezas#Largomlkg/mTotal kg.Varilla pzaT-4 (9-7)(A-K)2841.233.60.99433.39842.78322831.233.60.56018.8161.568T-3 T-4 (5-7) (A-F)1342260.99425.8442.15366666671332260.56014.561.2133333333T-2 T-3 (A-F) (F-K)2841.233.60.99433.39842.7832(2-3) (H-K)2831.233.60.56018.8161.568186.4144.832812.0694varilla no. 4

LOSA DE VIGUETA Y BOVEDILLApiezas#LargoAnchoAltoVIGUETA144.20.080.180.8467274.50.080.180.453673.650.080.180.3679211.850.080.180.02664220.080.180.057612.40.080.180.03456114.40.080.180.6969685.30.080.180.6105628.33.094563.0945600

EjesM2M3BovedillaA-K (9-7)44.430.052.2215176.57A-K (6-5)22.290.051.1145A-K (3-5)18.80.050.94A-F (1-3)2.12650.050.10632516.840.050.84221.40.051.0733.620.051.6811.90.050.0952.820.050.141164.22658.2113258.2113250

LOSA ARMADA(F-G) (8-9)1.430.150.2145(A-B) (6-7)2.560.150.384(G-J) (6-7)4.150.150.6225(A-B) (5-6)1.1050.150.165759.2451.386751.3867500LONGITUDES DE TRABES TR.TR-1EJELargo9` (A-K)11D (7-6)1.23J (7-6)4.3G (7-6)2.174 (I-K)2.2H (1-3)5.822`(F-H)2.72J (1-2)2.1231.56

TR-2EJELargoI (3-5)4.54

TR-3EJELargo6 (A-F)5.426`(F-K)6.5311.95

TRABESLargoAnchoAltoM3T-145.020.20.43.6016T-2SECC 111.190.20.61.3428SECC 210.180.20.40.81441.080.150.30.0486T-311.060.20.40.8848T-440.40.20.43.232TR-131.560.20.31.8936TR-24.540.20.40.3632TR-311.950.20.40.95613.13713.13713.1370000

25.8296350MUROSpiezas#Largomlkg/mTotal kg.Varilla pzaAcero 662.615.62.23534.8662.9055estribos133000.5600


CASTILLOS ARMEX 15x20:4piezas#Largomlkg/mTotal kg.Varilla pzaAcero 1262.631.22.23569.7325.811estribos263000.5600


CUBICACIN DE CONCRETO PARA EL 4 DE NOVIEMBRE.

LOSA DE VIGUETA Y BOVEDILLApiezas#LargoAnchoAltoVIGUETA144.20.080.180.8467258.874.50.080.180.453631.573.650.080.180.3679225.5511.850.080.180.026641.85114.20.080.180.6652846.212.40.080.180.034562.4114.40.080.180.6969648.415.30.080.180.076325.330.53.1683.1680000220ML

EjesM2M3BovedillaA-K (9-7)43.060.052.153A-K (6-5)43.520.052.176A-K (3-5)34.230.051.7115A-F (1-3)50.050.2516.840.050.842142.657.13257.1325000

LOSA ARMADA(F-G) (8-9)1.430.150.2145(A-B) (6-7)2.60.150.39(G-J) (6-7)4.150.150.6225(E-F) (5-6)2.050.150.307510.231.53451.5345000LONGITUDES DE TRABES TR.TR-1EJELargo9` (A-K)11F (3-7)11.37J (7-6)4.3G (7-6)2.174 (I-K)2.2H (1-3)5.822`(F-H)2.72J (1-2)2.1241.726.73

TR-2EJELargoI (3-5)4.54

TR-3EJELargo6 (A-F)5.426`(F-K)6.5311.951.06

TRABESLargoAnchoAltoM3T-120.150.20.41.612T-6SECC 110.040.20.40.8032SECC 25.710.350.30.59955

T-515.880.20.41.2704T-440.40.20.43.232TR-127.2250.20.31.6335TR-24.540.20.40.3632TR-310.030.20.40.802410.3162510.3162510.3162500

23.2112500

T-50.4X0.21.2Seccin 1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5515.2761.552117.9529.8293333333



Seccin 2piezas#Largomlkg/mTotal kg.Varilla pza287.6616494737Acero 551.236.151.5529.54480.7954






Seccin 2 .35x.30piezas#Largomlkg/mTotal kg.Varilla pzaAcero 855.5244.161.55268.536325.71136

bastones352.21.251.55210.2432

estribos44.641666666731.358.03416666670.5632.49913333334.8361805556


T-40.4X0.21.2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4511.244.81.55269.52965.7941333333



TR-10.3X0.150.85piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4426.21104.840.994104.210968.6842466667estribos26720.85226.950.2556.737518.9125


TR-20.2X0.41.15piezas#Largomlkg/mTotal kg.Varilla pzaAcero 444.216.80.99416.69921.3916estribos2821.1532.20.258.052.6833333333



Refuerzo en Losa de vigueta y bovedilla Losa de planta bajaNervios de temperaturaEJESpiezas#Largomlkg/mTotal kg.Varilla pza

(7-9) (A-K)2411220.99421.8681.8223333333(6-5) (A-K)2411220.99421.8681.8223333333(3-5) (A-I)248.7517.50.99417.3951.4495833333(3-5) (I-K)242.054.10.9944.07540.3396166667(1-3) (A-F)24240.9943.9760.3313333333(2-3) (H-K)242.550.9944.970.414166666774.15246.1793666667varilla no. 4

BASTONES PARA VIGUETAS SEGN ESTRUCTURALpiezas#Largomlkg/mTotal kg.Varilla pzaT-4 (9-7)(A-K)2841.850.40.99450.09764.17482831.850.40.56028.2242.352T-3 T-4 (5-7) (A-F)1642.235.20.99434.98882.91573333331632.235.20.56019.7121.6426666667T-2 T-3 (A-F) (F-K)441.87.20.9947.15680.5964(2-3) (H-K)431.87.20.5604.0320.336185.6144.211212.0176varilla no. 4

LOSA DE VIGUETA Y BOVEDILLApiezas#LargoAnchoAltoVIGUETA144.20.080.180.8467274.50.080.180.453673.650.080.180.3679211.850.080.180.02664220.080.180.057612.40.080.180.03456114.40.080.180.6969685.30.080.180.6105628.33.094563.0945600

EjesM2M3BovedillaA-K (9-7)44.430.052.2215176.57J-F (6-7)22.290.051.1145A-F (5-7)18.80.050.94F-K (5.6)21.930.051.0965A-F (2`-6`)26.960.051.348F-I (3-5)12.910.050.6455I-K (4-3)3.450.050.1725H-K (2`-3)2.820.050.141H-K (2`-2)7.050.050.3525J-K (2-1)2.130.050.1065

162.778.13858.1385000

LOSA ARMADA(F-G) (8-9)2.050.150.3075(A-B) (6-7)1.930.150.2895(G-J) (6-7)4.150.150.6225(A-B) (5-6)1.930.150.289510.061.5091.5090000





TR-30.2X0.41.15piezas#Largomlkg/mTotal kg.Varilla pzaAcero 245.110.20.99410.13880.8449255.110.21.55215.83041.3192estribos3421.1539.10.259.7753.2583333333Concreto300 kg/cm235.7442varilla no. 5largoanchoaltoTotal m35.10.40.20.41Concreto.

TR-3-10.25X0.351.3piezas#Largomlkg/mTotal kg.Varilla pzaAcero 445.120.40.99420.27761.6898555.125.51.55239.5763.298estribos3421.344.20.2511.053.6833333333Concreto300 kg/cm270.9036varilla no. 5largoanchoaltoTotal m35.10.40.20.41Concreto.

M-10.15X0.30.8piezas#Largomlkg/mTotal kg.Varilla pzaAcero 543.115.50.99415.4071.2839166667estribos3120.824.80.256.22.0666666667Concreto300 kg/cm221.607varilla no. 5largoanchoaltoTotal m33.10.30.150.14Concreto.

T-1A0.4X0.21.2secc 1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5515.2761.552117.9529.8293333333bastones751.17.71.55211.9504bastones1352.228.61.55244.3872estribos112.473684210531.2134.96842105260.5675.582315789511.2473684211secc 20.3x0.151Acero 554.5522.751.55235.3082.9423333333bastones151.31.31.5522.017656.8755156.8751.55288.277.3558333333No. 5Concreto300 kg/cm2375.4675157895varilla no. 5largoanchoaltoTotal m3secc 114.870.20.41.19Concreto.secc 24.550.150.30.20Concreto.




Seccin 2 .35x.30piezas#Largomlkg/mTotal kg.Varilla pzaAcero 555.3826.91.55241.74883.4790666667

bastones352.26.61.55210.2432

estribos38.480263157931.557.72039473680.5632.32342105264.8100328947





Seccin 2piezas#Largomlkg/mTotal kg.Varilla pza277.2895094737Acero 251.232.461.5523.817920.31816






BASTONES PARA VIGUETAS SEGN ESTRUCTURALpiezas#Largomlkg/mTotal kg.Varilla pzaT-4 (9-7)(A-K)2841.850.40.99450.09764.1748Acero de 1/2"2831.850.40.56028.2242.352Acero de3/8"T-3 T-4 (5-7) (A-F)1642.235.20.99434.98882.91573333331632.235.20.56019.7121.6426666667T-2 T-3 (A-F) (F-K)441.87.20.9947.15680.5964(2-3) (H-K)431.87.20.5604.0320.336185.6144.211212.0176varilla no. 4

LOSA ARMADA(F-G) (8-9)2.050.150.3075(A-B) (6-7)1.930.150.2895(G-J) (6-7)4.150.150.6225(A-B) (5-6)1.930.150.289510.061.5091.5090000

EjesM2M3BovedillaA-K (9-7)44.430.052.2215176.57J-F (6-7)22.290.051.1145A-F (5-7)18.80.050.94F-K (5.6)21.930.051.0965A-F (2`-6`)26.960.051.348F-I (3-5)12.910.050.6455I-K (4-3)3.450.050.1725H-K (2`-3)2.820.050.141H-K (2`-2)7.050.050.3525J-K (2-1)2.130.050.1065

162.778.13858.1385000

Refuerzo en Losa de vigueta y bovedilla Losa de planta bajaNervios de temperaturaEJESpiezas#Largomlkg/mTotal kg.Varilla pza

(7-9) (A-K)2411220.99421.8681.8223333333(6-5) (A-K)2411220.99421.8681.8223333333(3-5) (A-I)246.5130.99412.9221.0768333333(3-5) (I-K)24240.9943.9760.3313333333(1-3) (A-F)24240.9943.9760.3313333333Varilla de 1/2"(2-3) (H-K)24240.9943.9760.331333333368.5865.7155varilla no. 4

T-20.6X0.21.6Seccin 1 F (1-5)piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5511.2561.55286.9127.2426666667Acero 2410.9421.880.99421.748721.8123933333bastones651.21.31.55211.1744bastones352.22.41.55210.2432estribos59.947368421131.695.91578947370.5653.71284210537.9929824561


Seccin 2 F (5-9)piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5510.1350.651.55278.60886.5507333333bastones651.21.31.55211.1744bastones552.22.41.55217.072estribos54.631578947431.476.48421052630.5642.83115789476.3736842105


T-30.4X0.21.2Seccin 1 F (1-5)piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4511.5461.55271.3925.9493333333estribos59.947368421131.271.93684210530.5640.28463157895.9947368421


T-40.4X0.21.2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 45461841.552285.56823.7973333333


Concreto300 kg/cm2362.8688842105varilla no. 5 y 3largoanchoaltoTotal m3460.40.23.68Concreto.







Seccin 2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 552.1310.651.55216.52881.3774

bastones351.11.251.5525.1216estribos15.3753115.3750.568.611.28125



bastones751.261.55213.0368bastones552.22.51.55217.072estribos53.578947368431.264.29473684210.5636.00505263165.3578947368

Concreto300 kg/cm2153.0258526316varilla no. 5 y 3largoanchoaltoTotal m311.20.40.20.90Concreto.Seccin 2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 555.6228.11.55243.61123.6342666667



T-90.4X0.21.2secc 1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5515.2761.552117.9529.8293333333bastones751.28.41.55213.0368bastones1352.228.61.55244.3872estribos112.473684210531.2134.96842105260.5675.582315789511.2473684211secc 20.3x0.151Acero 554.8524.251.55237.6363.1363333333bastones15111.5521.55256.8755156.8751.55288.277.3558333333No. 5Concreto300 kg/cm2378.4163157895varilla no. 5largoanchoaltoTotal m3secc 114.870.20.41.19Concreto.secc 24.550.150.30.20Concreto.









TR-3-10.25X0.31.1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 245.410.80.99410.73520.8946255.410.81.55216.76161.3968estribos3621.139.60.259.93.3Concreto300 kg/cm237.3968varilla no. 5largoanchoaltoTotal m35.40.40.20.43Concreto.

M-10.15X0.30.9piezas#Largomlkg/mTotal kg.Varilla pzaAcero 543.384917.32450.99416.8229531.40191275estribos33.84920.930.46410.257.6160252.538675Concreto300 kg/cm224.438978varilla no. 518.34largoanchoaltoTotal m33.38490.30.150.15Concreto.

T-1A0.4X0.21.2secc 1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5514.8774.351.552115.39129.6159333333bastones751.28.41.55213.0368bastones1352.228.61.55244.3872estribos112.473684210531.2134.96842105260.5675.582315789511.2473684211secc 20.3x0.151Acero 554.8524.251.55237.6363.1363333333bastones151.11.11.5521.707256.8755156.8751.55288.277.3558333333No. 5Concreto300 kg/cm2376.0107157895varilla no. 5largoanchoaltoTotal m3secc 114.870.20.41.19Concreto.secc 24.550.150.30.20Concreto.

LOSAS 6, 7, 8 Y AZOTEA.T-110.4X0.21.2Seccin 1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5515.2761.552117.9529.8293333333



Seccin 2piezas#Largomlkg/mTotal kg.Varilla pza182.2824Varilla No. 5Acero 552.1310.651.55216.52881.377461.8637894737Varilla No. 3

bastones251.11.251.5523.4144estribos15.37531.218.450.5610.3321.5375



bastones651.261.55211.1744bastones452.22.51.55213.6576estribos53.578947368431.264.29473684210.5636.00505263165.3578947368


Seccin 2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 555.6228.11.55243.61123.6342666667201.07712Varilla No. 567.4090526316Varilla No. 3bastones252.21.251.5526.8288bastones252.531.251.5527.85312estribos46.732142857131.256.07857142860.5631.4044.6732142857


T-130.4X0.21.2secc 1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 5515.2761.552117.9529.8293333333bastones651.37.81.55212.1056202.7688Varilla No. 5bastones852.217.61.55227.3152142.03Varilla No. 3estribos8031.2960.5653.768

secc 20.3x0.151Acero 554.8524.251.55237.6363.1363333333bastones252.551.5527.7656.8753156.8751.55288.277.3558333333No. 5Concreto300 kg/cm2344.7988varilla no. 5largoanchoaltoTotal m3secc 114.570.20.41.17Concreto.secc 24.550.20.30.27Concreto.

T-140.4X0.21.2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4511.5461.55271.3925.9493333333

bastones851.21.31.55214.899299.9488Varilla No. 5bastones452.22.51.55213.657640.6736842105Varilla No. 3estribos60.526315789531.272.63157894740.5640.67368421056.0526315789


TR-10.3X0.150.9piezas#Largomlkg/mTotal kg.Varilla pzaAcero 4422880.99487.4727.289333333332.592Varilla del No. 5estribos315.620.9284.040.2571.0123.67132.4926953Varilla del No. 4100.7549358333Varilla del No. 2Concreto300 kg/cm2158.482varilla no. 5largoanchoaltoTotal m3220.20.31.32Concreto.




TR-3-10.25X0.31.1piezas#Largomlkg/mTotal kg.Varilla pzaAcero 244.38.60.9948.54840.7123666667255.2510.51.55216.2961.358estribos28.666666666721.131.53333333330.257.88333333332.6277777778Concreto300 kg/cm232.7277333333varilla no. 5largoanchoaltoTotal m34.30.40.30.52Concreto.

M-10.15X0.30.9piezas#Largomlkg/mTotal kg.Varilla pzaAcero 543.1384915.692450.99415.59829531.2998579417estribos31.384920.928.246410.257.06160252.3538675Concreto300 kg/cm222.6598978varilla no. 5largoanchoaltoTotal m33.138490.60.30.56Concreto.

C-20.45X0.452.5piezas#Largomlkg/mTotal kg.Varilla pzaAcero862.822.42.23550.0641.8666666667No. 6600.768Varilla del No. 625.555555555631.8460.5625.763.8333333333No. 3309.12Varilla del No. 3Concreto300 kg/cm275.824largoanchoaltoTotal m30.450.452.50.51Concreto.6.075m3

Losa de azoteaTR-10.3X0.150.9piezas#Largomlkg/mTotal kg.Varilla pzaAcero 44140.9943.9760.3313333333estribos1020.990.252.250.7516.8392Varilla del No. 539.48168Varilla del No. 4Concreto300 kg/cm26.226varilla no. 535.97Varilla del No. 2largoanchoaltoTotal m30.429675638410.20.30.06Concreto.

TR-20.2X0.41.2piezas#Largomlkg/mTotal kg.Varilla pzaAcero 44140.9943.9760.3313333333estribos6.666666666721.280.2520.6666666667

Concreto300 kg/cm25.976varilla no. 5largoanchoaltoTotal m310.20.40.08Concreto.


C-20.45X0.452.5piezas#Largomlkg/mTotal kg.Varilla pzaAcero86182.23517.880.6666666667No. 671.52Varilla de 3/4"2532.0551.250.5628.74.2708333333No. 3114.8Varillade 3/8"Concreto300 kg/cm246.58

K-10.15X0.30.85piezas#Largomlkg/mTotal kg.Varilla pzaAcero64160.9945.9640.5No. 67021.0573.50.2518.3756.125No. 3Concreto300 kg/cm224.339largoanchoaltoTotal m30.150.310.05Concreto.0.18m3

K-20.15X0.30.85piezas#Largomlkg/mTotal kg.Varilla pzaAcero84180.9947.9520.6666666667No. 6estribo2020.85170.254.251.4166666667No. 3Concreto300 kg/cm212.202largoanchoaltoTotal m30.150.32.50.11Concreto.0.45m3K-30.15X0.30.85piezas#Largomlkg/mTotal kg.Varilla pzaAcero85181.55212.4160.6666666667No. 62021.15230.255.751.9166666667No. 3Concreto300 kg/cm218.166largoanchoaltoTotal m30.150.310.05Concreto.0.18m3

CONCRETOLOSA ARMADA(F-G) (8-9)2.050.150.3075(A-B) (6-7)1.930.150.2895(G-J) (6-7)4.150.150.6225(A-B) (5-6)1.930.150.289510.061.5091.5090000m3LOSA DE VIGUETA Y BOVEDILLAEjesM2M3BovedillaF-K (5-6)21.52650.051.076325F-J (5-3)13.6090.050.68045F-K (3-4)11.14590.050.557295H-K (3-2)11.4750.050.5737557.75642.887822.8878200m3

Viguetapiezas#LargoAnchoAltoA-K (7-9)144.20.120.181.27008A-F (5-7)74.50.120.180.6804F-K (5-6)73.650.120.180.55188F-G (6-7)11.850.120.180.03996A-H (3-5)114.160.120.180.988416I-K (3-4)21.90.120.180.08208A-K (3-3`)12.40.120.180.0518422.663.6646563.6646560m3

Concreto en trabesResmen8.43Concreto.8.43m3

Nervios de temperaturaEJESpiezas#LargoAnchoAltoTotal

(7-9) (A-K)2410.390.120.30.37404(6-5) (A-K)2410.390.120.30.37404(3-5) (A-I)248.250.120.30.297(1-3) (A-F)441.850.120.30.0666(2-3) (H-K)243.6980.120.30.1331281.2448081.244808m3

Columnas120.450.450.30.7290.729m318.4642622m326.5PLANTA BAJAVENTANASLARGOALTOTOTAL M23 (F-H)FIJO SALA1.881.462.74486 (J-K)FIJO COMEDOR1.271.51.905J (7-6)BAO COMP0.60.60.369 (G-J)RECMARA 222.65.29 (F-G)BAO PPAL0.60.60.369 (A-F)RECMARA PPAL22.65.2D (6-7)CTO. SERV.0.851.51.2756` (D-F)CTO LAVADO.21.535`(A-F)COCINA.1.81.52.7J (1-2)VENT CAS VIG1.031.51.545J (1-2)PUER CAS VIG0.852.52.1251 (J-K)VENT CAS VIG11.51.527.9127.91

NIVELES 1-7.VENTANASLARGOALTOTOTAL M2ML BOQUILLAS3 (F-H)FIJO SALA1.872.64.8627.07H (2-3)FIJO ESCALERA1.21.61.924.46 (J-K)FIJO SALA TV1.271.51.9054.27J (7-6)BAO COMP0.60.60.361.89 (G-J)RECAMARA 221.5359 (F-G)BAO PPAL0.60.60.361.89 (A-F)RECAMAR PPAL21.535D (6-7)CTO SERVICIO0.851.51.2753.856` (D-F)CTO LAVADO21.5355`(D-F)1/2 BAO0.950.60.572.153 (A-F)COMEDOR3.932.610.2189.131` (H-K)BAO CAS VIG0.31.50.453.330.9230.9252.77COLOCACIN DE PISOS EN PB.LARGOALTOTOTAL M260.360.3060.30ESCALONES

GENERADORESOBRA: EDIFICIO DE SAN MARTN TEXMELCANDIRECCIN: SAN MARTN TEXMELCAN, No. 15COLONIA LA PAZ.PROPIETARIO: DOLORES A. DE RAMN.01/08/2013 A 15/08/2013.RESIDENTES DE OBRA: ARQ. SERGIO VILLANUEVA Y ARQ. DOLORES SUAREZ M.

PREELIMINARESP.1ALMACN DE OBRA PROVISIONAL DE DIMENSIONES 5.00 X 3.50 EJE/EJELARGOANCHOPZAUDMCANTIDADP. UNITARIOSUBTOTAL4.006.0024.00

PZA1.00$1,600.00$1,600.00031-Dec-99P.3TRAZO EJE/EJELARGOANCHOPZAUDMCANTIDADP. UNITARIOSUBTOTAL28.0011.00308.00M2308.00$12.00$3,696.00Trabes$5,296.000CISTERNA50.45m250.45TRAZOEJE/EJELARGOANCHOPZAUDMCANTIDADP. UNITARIOSUBTOTALCIST5.702.8015.960.00ML31.920.00.050.45m250.45TRAZOERROR:#VALUE!/EJEALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.903.0017.700.00162.380.0050.45m20.0030-Jul-007812-Jun-45M217.700$24.00$424.80

CIS-3 LOSA INFERIOR DE 10 CM DE ESPESOR ARMADA CON #3 @20 AMBOS LADOS CON CONCRETO F'C= 300 KG/CM2 EJE/EJEALTOUDMCANTIDADP. UNITARIOSUBTOTAL155.370.00Losa50.45205.8157813-Dec-43M215.96$54.00$861.84

CIS-4177.32ANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTALLosa50.45m2227.7731-Dec-99ML5.705.70ML5.702.80ML2.80120.00ML2.80174.13ML2.80Losa50.45m2344.5831-Dec-99ML19.80$38.00$752.40

CIS-5CARCAMO EN CISTERNA120.00/EJEpzaUDMCANTIDADP. UNITARIOSUBTOTAL177.07Losa50.45m2347.5231-Dec-991.00$130.00$130.00

CIS-6MURO DE BLOCK DE CEMENTO 120.00/EJEALTOUDMCANTIDADP. UNITARIOSUBTOTAL161.752.400.00Losa50.45332.2031-Dec-99ERROR:#REF!2.202.405.28ERROR:#VALUE!2.40ERROR:#VALUE!0.701.601.122.202.405.28M2ERROR:#REF!$42.00ERROR:#REF!

CIS-7CASTILLO DE ARMEX 15-20-4 CON CONCRETO F`c=200 KG/CM EN CISTERNAEJE/EJELARGOANCHOCANTIDADUDMCANTIDADP. UNITARIOSUBTOTAL2.4012.0028.80

ML28.80$40.00$1,152.00

CIS-8 REPELLADO EN MUROS A PLOMO Y REGLA EN CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.702.4013.685.702.4013.682.802.406.722.802.406.720.701.601.122.102.405.040.701.601.122.102.405.0453.12$36.00$1,912.32

CIS-9CHAFLAN DE MORTERO CEMENTO ARENA 1:5 DE 10 EN CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.70ML5.705.70ML5.702.80ML2.802.80ML2.802.10ML2.102.10ML2.102.40ML2.402.40ML2.402.40ML2.402.40ML2.402.40ML2.402.40ML2.402.40ML2.402.40ML2.40ML40.40$28.00$1,131.20

CIS-10PULIDO EN MUROS A PLOMO Y REGLA EN CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.702.4013.685.702.4013.682.802.406.722.802.406.720.701.601.122.102.405.040.701.601.122.102.405.0453.12$32.00$1,699.84

CIS-11CADENA INTERMEDIA CON ARMEX 15-20-4 CON CONCRETO Fc= 200 KG/ CM2 EN CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.70ML5.705.70ML5.702.80ML2.802.80ML2.802.80ML2.8019.80$38.00$752.40

CIS-12DALA DE REMATE CON ARMEX 15-20-4 CON CONCRETO Fc= 200 KG/ CM2 EN CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.70ML5.705.70ML5.702.80ML2.802.80ML2.802.80ML2.8019.80$38.00$752.40

CIS-13 LOSA PREFABRICADA AUTOSUSTENTABLE DE VIGUETA Y BOVEDILLA EN CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.702.8015.9615.96$130.00$2,074.80

CIS-14 RELLENO CON MATERIAL PRODUCTO DE EXCAVACION COMPACTADO EJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL5.700.302.604.452.800.302.602.18M36.63$99.00$656.37

CIS-15BOCA DE CISTERNAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL1.001.001.00PZA1.00$300.00$300.00

ERROR:#REF!ERROR:#REF!

CIMENTACIN

CIM-2AFINE DE FONDO DE CEPASEN EXCAVACIONEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTALF52.602.606.76F72.602.606.76F92.602.606.76F42.602.606.76K52.202.204.84K72.202.204.84K92.202.204.84K3.002.202.204.84A3.002.202.204.84A52.202.204.84A72.202.204.84A92.202.204.84M265.76$8.50$558.96

CIM-3EXCAVACINEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTALF52.602.600.503.38F72.602.600.503.38F92.602.600.503.38F42.602.600.503.38K52.202.200.502.42K72.202.200.502.42K92.202.200.502.42K3.002.202.200.502.42A3.002.202.200.502.42A52.202.200.502.42A72.202.200.502.42A92.202.200.502.42m332.88$92.00$3,024.96

Habilitacin de acero

Z12.6x2.6No. De zapatas: 4.00726.86432kg755.16-28.29568DADO0.6x0.64.00259.7648kg220.0448.384-8.6592986.62912Z22.2x2.2No. De zapatas: 9.00994.5012kg1046.25-51.7488DADO0.6x0.69.00564.7095kg495.072108.864-39.22651559.2107Z32x2No. De zapatas: 2.00126.9576kg156.86-29.9024DADO0.6x0.62.00125.491kg87.74237.749252.4486Z41.5 x 1.5No. De zapatas: 2.0067.056kg39.4427.616DADO.25 x .252.0031.836kg60.32-28.48498.8922860.884REFUERZO0.85 X 0.60No. De zapatas: 9.0017.0947368421kg17.0947368421ESPOLN2.6 X 1.50No. De zapatas: 9.00477.4736842105kg402.6474.8336842105494.5684210526MUR CONT3.5 x 1 Ml55.003871.5410526316kg4610.728-739.1869473684kg-768.21010631587,010.84TON$5,500.00$38,559,627.12Colado de concreto premezcladolargoanchoalto promediopzastotalZ12.6x2.6No. De zapatas: 412.17m32.62.60.45412.168DADO0.6x0.641.44m30.60.6141.44

Z22.2x2.2No. De zapatas: 917.42m32.22.20.4917.424DADO0.6x0.693.24m30.60.6193.24

Z32x2No. De zapatas: 22.80m3220.3522.8DADO0.6x0.620.72m30.60.6120.72

Z41.5 x 1.5No. De zapatas: 21.35m31.51.50.321.35DADO.25 x .252.000.13m30.250.25120.125

REFUERZO0.85 X 0.60No. De zapatas: 9.000.918M30.850.60.290.918ESPOLN2.6 X 1.50No. De zapatas: 9.003.24M31.50.21.293.24

MUR CONT4.80 x 1 x.18Ml44.92844.93m30.1814.85244.92888.35m3$140.00$12,369.42

CTB-1CONTRATRABE 1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLKG/ACEROCONCRETOP. UNITARIOSUBTOTALACERO2H-K2.72KG10.0927.45CONCRETO0.200.45M30.24482`H-K2.72KG10.0927.450.200.45M30.24483A-K9.65KG10.0997.400.200.45M30.86855A-K9.65KG10.0997.400.200.45M30.86857A-K9.65KG10.0997.400.200.45M30.86859A-K9.65KG10.0997.400.200.45M30.8685F1-919.33KG10.09195.100.200.45M31.7397H1-37.04KG10.0971.060.200.45M30.6336TOTAL710.676.3369764.7272$4,205,999.60TON0.71ACERO$5,500.00$3,908.68CONCRETO$140.00$887.17

ColumnasC-1COLUMNA C-1EJE/EJELARGOANCHOALTOUDMCANTIDADKG/ACEROCONCRETOP. UNITARIOSUBTOTALACERO3A 3.50KG175.58614.52204.33CONCRETO0.450.45M30.719A 3.50KG175.58614.520.450.45M30.719K 3.50KG175.58614.520.450.45M30.71TOTAL1843.562.12625612.99$3,371.45ACERO$5.50$10,139.61CONCRETO$140.00$297.68

ColumnasC-2COLUMNA C-2EJE/EJELARGOANCHOALTOUDMCANTIDADKG/ACEROCONCRETOP. UNITARIOSUBTOTALACERO1A 3.50KG1.00132.67155.69CONCRETO0.450.45M30.711F3.50KG1.00132.670.450.45M30.713F3.50KG1.00132.670.450.45M30.713K 3.50KG1.00132.670.450.45M30.715A 3.50KG1.00132.670.450.45M30.715F3.50KG1.00132.670.450.45M30.715K 3.50KG1.00132.670.450.45M30.717A 3.50KG1.00132.670.450.45M30.717F3.50KG1.00132.670.450.45M30.717K 3.50KG1.00132.670.450.45M30.719F3.50KG1.00132.670.450.45M30.71

TOTAL1459.327.796251712.59$9,419.25ACERO$5.50$8,026.27CONCRETO$140.00$1,091.48

Relleno y compactacin

R-CPLIMPIEZA Y TRAZOEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL25.0011.001.00168.00M2168.00$13.00$2,184.00

R-TEPRELLENO CON TEPETATEEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL25.0011.001.00105.00M3105.00$95.00$9,975.00

R-RETRETIRO DE TIERRAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL25.0011.001.0042.00M342.00$70.00$2,940.00

Retiro del agua

R-CPRetiro del aguaJornal12EJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL1K2.002.000.803.201F2.602.600.805.411A2.002.000.803.202H1.501.500.801.803K2.202.200.803.873F2.602.600.805.413H2.202.200.803.87M326.76$13.00$4,174.56

CimbraZ-1Zapata Z-1zapatas4EJE/EJELARGOCARAALTOUDMCANTIDADP. UNITARIOSUBTOTALF32.604.000.5010.40F52.604.000.5010.40F72.604.000.5010.40F92.604.000.5010.40ML41.60$78.00$3,244.8041.60

Z-2Zapata Z-2zapatas9.00EJE/EJELARGOCARAALTOUDMCANTIDADP. UNITARIOSUBTOTALF12.204.000.508.80A32.204.000.508.80K32.204.000.508.80A52.204.000.508.80K52.204.000.508.80A72.204.000.508.80K72.204.000.508.80A92.204.000.508.80K92.204.000.508.80ML79.20$78.00$6,177.6079.20

Z-3Zapata Z-3zapatas 2.00EJE/EJELARGOCARAALTOUDMCANTIDADP. UNITARIOSUBTOTALA12.004.000.508.00K12.004.000.508.00ML16.00$78.00$1,248.0016.00

Z-4Zapata Z-4zapatas1EJE/EJELARGOCARAALTOUDMCANTIDADP. UNITARIOSUBTOTALH21.504.000.506.00H2`1.504.000.506.00ML12.00$78.00$936.0012.00

D-1DADOSDADOS16EJE/EJELARGOCARAALTOCANTCANTIDADP. UNITARIOSUBTOTALZ-10.404.001.00914.40Z-20.404.001.0046.40Z-30.404.001.0023.20Z-40.404.001.0011.60ML25.60$78.00$1,996.8025.60

REF-1REFUERZO EN ZAPATAS2 CARAS174.4EJE/EJELARGOALTOPIEZASUDMCANTIDAD/MLP. UNITARIOSUBTOTALZ2A3-91.300.704.00M27.28Z2K3-91.300.704.00M27.28Z3F11.300.701.00M21.82Z31A,K1.300.702.00M23.6411.00TOTAL20.02$78.00$1,561.5620.02

M-CONTMURO DE CONTENCIN. (BASE)EJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTALA1-1022.001.500.2022.00K1-1022.001.500.2022.001A-K11.001.500.2011.0010A-K0.001.502.700.00ML55.00$78.00$4,290.0055.00

M-CONTMURO DE CONTENCIN. (ALTURA)EJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTALA1-1022.001.502.7059.40K1-1011.001.502.0022.001A-K22.001.502.0044.00M2125.40$78.00$9,781.20125.40

CTB-1CONTRATRABE 12 CARAS180.40EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTAL2H-K2.300.200.45ML4.602`H-K2.300.200.45ML4.603A-K8.200.200.45ML16.405A-K8.200.200.45ML16.407A-K8.200.200.45ML16.409A-K8.200.200.45ML16.40F1-918.300.200.45ML36.60H1-36.800.200.45ML13.60TOTAL125.00$78.00$9,750.00125.00430.80C-1,2COLUMNAS 1 Y 2.EJE/EJELADOCARAALTOCANTCANTIDADP. UNITARIOSUBTOTALA1-90.453.002.70518.23F1-90.454.002.70524.30K3-90.454.002.70419.44K10.30 X 0.152.002.7012.43H20.30 X 0.151.002.7011.22M265.61$78.00$5,117.5865.61

RESMEN

P.1ALMACN DE OBRA PROVISIONAL DE DIMENSIONES 5.00 X 3.50 PZA1.00$1,600.00$1,600.00P.3TRAZO M2308.00$12.00$3,696.00$5,296.00CISTERNACIS-1TRAZOML31.92$12.00$383.04CIS-2 AFINE DE CARAS LATERALES DE EXCAVACION, A MANO DE TERRENO t2 EN CEPAM253.400$24.00$1,281.60CIS-3 LOSA INFERIOR DE 10 CM DE ESPESOR ARMADA CON #3 @20 AMBOS LADOS CON CONCRETO F'C= 300 KG/CM2 M215.96$125.00$1,995.00CIS-4 CADENA DE DESPLANTE CON ARMEX 15-20-4 CON CONCRETO Fc= 200 KG/ CM2ML19.80$38.00$752.40CIS-5CARCAMO EN CISTERNAPZA1.00$130.00$130.00CIS-6MURO DE BLOCK DE CEMENTO M2ERROR:#REF!$43.00ERROR:#REF!CIS-7CASTILLO DE ARMEX 15-20-4 CON CONCRETO F`c=200 KG/CM EN CISTERNAML28.80$41.00$1,180.80CIS-8 REPELLADO EN MUROS A PLOMO Y REGLA EN CISTERNAM253.12$36.00$1,912.32CIS-9CHAFLAN DE MORTERO CEMENTO ARENA 1:5 DE 10 EN CISTERNAML40.40$43.00$1,737.20CIS-10PULIDO EN MUROS A PLOMO Y REGLA EN CISTERNAM253.12$20.00$1,062.40CIS-11CADENA INTERMEDIA CON ARMEX 15-20-4 CON CONCRETO Fc= 200 KG/ CM2 EN CISTERNAML19.80$38.00$752.40CIS-12DALA DE REMATE CON ARMEX 15-20-4 CON CONCRETO Fc= 200 KG/ CM2 EN CISTERNAML19.80$38.00$752.40CIS-13 LOSA PREFABRICADA AUTOSUSTENTABLE DE VIGUETA Y BOVEDILLA EN CISTERNAM215.96$110.00$1,755.60CIS-14 RELLENO CON MATERIAL PRODUCTO DE EXCAVACION COMPACTADO M36.63$99.00$656.37CIS-15BOCA DE CISTERNAPZA1.00$300.00$300.00$15,197.65

CONSTRUCCINZAPATAS, DADOS Y MURO DE CONTECIN.HABILITACIN DE ACERO EN ZAPATAS Y MURO DE CONTENSINACEROTON7.01$5,500.00$38,559.63COLADO DE ZAPATAS Y MURO DE CONTENSINCONCRETOM388.35$140.00$12,369.42CTB-1CONTRATRABE 1ACEROTON0.71$5,500.00$3,908.68CONCRETOM36.34$140.00$887.17C-1COLUMNA C-1ACEROTON1843.56$5.50$8,026.27CONCRETOM32.12625$140.00$1,091.48C-2COLUMNA C-2ACEROTON1459.32$5.50$8,026.27CONCRETOM37.80$140.00$1,091.48R-CPLIMPIEZA Y TRAZOM2168.00$13.00$2,184.00

R-TEPRELLENO CON TEPETATEM3105.00$95.00$9,975.00$16,000.00$1,100.00R-RETRETIRO DE TIERRAM342.00$70.00$2,940.00$26,400.00$1,100.00R-CPRetiro del aguaM326.76$13.00$4,174.56$24,600.00$93,233.94$20,000.00$1,100.00$26,500.00CIMBRAZ-1Zapata Z-1zapatas4ML41.60$78.00$3,244.80$1,100.00$29,500.00Z-2Zapata Z-2zapatas9ML79.20$78.00$6,177.60$1,100.0010-AugRAYAS INO$19,500.00Z-3Zapata Z-3zapatas2ML16.00$78.00$1,248.0010-AugVELADOR$1,100.0023-AugRAYAS INO$17,800.00Z-4Zapata Z-4zapatas1ML12.00$78.00$936.0023-AugVELADOR$1,100.0016-AugRAYAS INOD-1DADOSDADOS16ML12.00$78.00$936.0030-AugRAYAS INO$180,300.0030-AugVELADORM-CONTMURO DE CONTENCIN. (BASE)ML55.00$78.00$4,290.007-SepRAYAS INO7-SepVELADORM-CONTMURO DE CONTENCIN. (ALTURA)M2148.50$78.00$11,583.0014-SepRAYAS INO14-SepVELADORCTB-1CONTRATRABE 1ML125.00$78.00$9,750.00$38,165.4021-SepRAYAS INOTOTAL489.30$78.00$38,165.4021-SepVELADOR28-SepRAYAS INO28-SepVELADOR$151,892.99TOTAL PAGADO SIN VELADOR

EXTRA AL RESUMEN EL HABILITADO DEL RESTO DEL ACERO (ESTRIBOS Y TRABES PLANTAS SUBSECUENTES) Y LO DE ABAJO$28,407.01APROX PAGADO POR ESTOS TRABAJOS

DEM.1DEMOLICIN EN MURO DE CONTENSIN.EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALA1-510.290.200.20ML10.29A5-99.440.200.45ML9.44K9-59.400.200.45ML9.40TOTAL29.13$50.00$1,456.50$1,456.50

DEM.2DEMOLICIN EN COLUMNAS.EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTAL9, 7, 5A, F, K0.350.450.450.43

A1-510.290.200.20ML10.29A5-99.440.200.45ML9.44K9-59.400.200.45ML9.40TOTAL29.13$50.00$1,456.50$1,456.50

11 de octubre del 2013$2,913.00

CimbraT-1TRABE T-1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALA1-922.450.200.45ML22.45K1-922.450.200.45ML22.45TOTAL44.90$78.00$3,502.2044.90

T-2TRABE T-2EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALF1-922.450.200.45ML22.45TOTAL22.45$78.00$1,751.1022.45

T-3TRABE T-3EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTAL1A-K11.000.200.45ML11.006À-F5.575.576F-K5.635.63TOTAL22.20$78.00$1,731.2122.20

T-4TRABE T-4EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTAL3A-K11.000.200.45ML11.005A-K11.0011.007A-K11.0011.009A-K11.0011.00TOTAL44.00$78.00$3,432.0044.00

TR-1TRABE TR-1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALH1-36.920.200.45ML6.92J1-22.322.322H-K2.702.702F-H3.083.084I-K2.202.20G6-72.132.13J6-72.132.13C6-71.231.239A-K11.0011.00TOTAL33.70$78.00$2,628.5733.70

FOSO DEL ELEVADORFOS-1TRAZOEJE/EJELARGOANCHOPZAUDMCANTIDADP. UNITARIOSUBTOTALFOSO1.801.603.401.601.803.40ML6.80$12.00$81.60$81.60

FOS-2 AFINE DE CARAS LATERALES DE EXCAVACION, A MANO DE TERRENO t2 EN CEPAEJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL1.801.101.981.801.101.981.601.101.761.601.101.76M27.480$24.00$179.52$179.52

FOS-3 LOSA INFERIOR DE 10 CM DE ESPESOR ARMADA CON DOBLE PARRILLA #3 @20 AMBOS LADOS CON CONCRETO F'C= 300 KG/CM2 EJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL1.8O1.6015.96M215.96$125.00$1,995.00$1,995.00

FOS-4PAREDES LATERALES, ARMADAS CON DOBLE PARRILLA CON #3 @20 AMBOS LADOS CON CONCRETO F'C= 300 KG/CM2 EJE/EJELARGOANCHOALTOUDMCANTIDADP. UNITARIOSUBTOTAL1.801.50ML2.701.801.50ML2.701.991.50ML2.991.993.80ML7.55M215.93$38.00$605.48$605.48

CONSTRUCCINFOSO DEL ELEVADORHABILITACIN DE ACERO EN BASE FOSO DEL ELEVADORACEROKG37.40$5.50$205.68COLADO EN BASE FOSO DEL ELEVADORCONCRETOM30.61$140.00$85.12PAREDESACEROKG119.55$5.50$657.50CONCRETOM35.61$140.00$785.40KG156.94$1,733.70$1,733.70M36.22

CIMBRAFOSO DEL ELEVADORBASEM 21.601.101.76PAREDESM21.61.101.76MUROM21.93.807.22M21.91.102.09M212.83$78.00$1,000.74$1,000.74$12.83

$8,509.04

CIMENTACIN

MURO DE CONTENSINEJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra(1-9) (A-K)55.001.001.00ML55.00$78.004290Cimbra(1-9) (A-K)66.001.002.70M2125.40$78.009781Cimbra1 (A-K)11.001.001.90M220.90$78.001630Acero(1-9) (A-K)55.001.002.70KG4772.15$5.50$26,246.81concreto(1-9) (A-K)55.000.200.40M344.93$140.00$6,289.92TOTAL$48,238.13

Z-1ZAPATA Z-1EJE/EJELARGOANCHOPIEZASUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra2.602.604.00ML41.60$78.003245Cimbra3.000.604.00M214.40$78.001123Acero2.602.604.00KG986.63$5.50$5,426.46concreto2.602.604.00M313.61$140.00$1,905.12TOTAL$11,699.58

Z-2ZAPATA Z-2EJE/EJELARGOANCHOPIEZASUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra2.002.002.00ML79.20$78.006178Cimbra1.600.602.00M23.20$78.00250Acero2.002.202.00KG1559.21$5.50$8,575.66concreto2.002.002.00M320.66$140.00$2,892.96TOTAL$17,895.82

Z-3ZAPATA Z-3EJE/EJELARGOANCHOPIEZAUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra2.202.009.00ML16.00$78.001248Cimbra2.202.009.00M23.20$78.00250Acero2.202.209.00KG252.45$5.50$1,388.47concreto2.202.209.00M33.52$140.00$492.80TOTAL$2,886.07

Z-4ZAPATA Z-4EJE/EJELARGOANCHOPIEZAUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1.501.202.00ML12.00$78.00936Cimbra1.501.202.00M21.60$78.00125Acero1.501.502.00KG98.89$5.50$543.91concreto1.501.502.00M31.48$140.00$206.50TOTAL$1,811.21

ESP-REFESPOLONES - REFUERZOSEJELARGOANCHOALTOPIEZAUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra0.900.201.379.00M220.02$78.001562Acero9.00KG494.57$5.50$2,720.13concreto9.00M34.16$140.00$582.12TOTAL$4,863.81

CT-1CONTRATRABE-1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra(A-K) (1-9)125.000.200.40ML125.00$78.0055432Acero(A-K) (1-9)125.000.200.40KG710.67$5.50$3,908.68concreto(A-K) (1-9)125.000.200.40M32.13$140.00$297.68TOTAL$59,638.56

C-1COLUMNA C-1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra(A-K)(1-9)2.700.450.45ML16.40$78.001279Acero(A-K)(1-9)2.700.450.45KG526.73$5.50$2,897.03concreto(A-K)(1-9)2.700.450.45M31.64$140.00$229.64TOTAL$4,406.06

C-2COLUMNA C-2EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra(A-K)(3-9)2.700.450.45ML49.21$78.003838Acero(A-K)(3-9)2.700.450.45KG1459.32$5.50$8,026.27concreto(A-K)(3-9)2.700.450.45M34.92$140.00$688.91TOTAL$12,553.36FOSOFOSO DEL ELEVADOREJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1.801.601.10M212.83$78.001001Acero1.801.601.10KG156.94$5.50$863.18concreto1.801.601.10M36.22$140.00$870.52TOTAL$2,734.44$166,727.02SOTANO

T-1TRABE T-1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-921.550.200.40ML43.10$78.003362AceroA/K (1-9)44.900.200.40KG697.59$5.50$3,836.72concreto1-922.450.200.40M31.80$140.00$251.44TOTAL$7,449.96

T-2TRABE T-2EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-921.550.200.60ML32.33$78.002521Acero1-922.450.200.60KG338.81$5.50$1,863.48concreto1-92.450.200.60M30.29$140.00$41.16TOTAL$4,425.99

T-3TRABE T-3EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-99.880.200.40ML19.76$78.001541Acero1-911.500.200.40KG109.19$5.50$600.56concreto1-911.500.200.40M30.92$140.00$128.80TOTAL$2,270.64

T-4TRABE T-4EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra3/5/7/938.600.200.40ML57.90$78.004516Acero3/5/7/944.000.200.40KG600.98$5.50$3,305.39concreto3/5/7/944.000.200.40M33.68$140.00$515.20TOTAL$8,336.79

TR-1TRABE TR-1EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1.0011.000.200.30ML22.00$78.001716Cimbra3-919.260.200.30ML28.89$78.002253.42Acero1-931.560.200.40KG189.53$5.50$1,042.39concreto1-931.560.200.40M32.52$140.00$353.47TOTAL$5,365.28

TR-2TRABE TR-2EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-95.040.200.40ML7.56$78.002694Acero1-95.540.200.40KG34.54$5.50$189.98concreto1-95.540.200.40M30.44$140.00$62.05TOTAL$2,946.24

TR-3TRABE TR-3EJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-910.250.200.40ML15.38$78.001199Acero1-911.440.200.40KG80.18$5.50$440.99concreto1-911.440.200.40M30.92$140.00$128.13TOTAL$1,768.36

NTNERVIOS DE TEMPERATURAEJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-939.720.100.25ML39.72$78.003098Acero1-939.720.100.25KG96.33$5.50$529.80concreto1-939.720.100.25M30.99$140.00$139.02TOTAL$3,766.98

BASTONESBASTONES PARA VIGUETA SEGN ESTRUCTURALEJE/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-90.000.100.25ML0.00$78.000Acero1-9190.800.100.25KG144.83$5.50$796.58concreto1-90.000.100.25M30.00$140.00$0.00TOTAL$796.58

VIG.BOVLOSA DE VIGUETA Y BOVEDILLAEJE/EJEM2UDMCANTIDAD/MLP. UNITARIOSUBTOTALLOSA(1-9) (A-K)176.57M2176.57$130.0022954.1TOTAL$22,954.10

L. ARMADALOSA ARMADAEJE/EJEM2ALTOUDMCANTIDAD/M2P. UNITARIOSUBTOTALF-G8-91.431.4300000$130.00185.9A-B6-72.562.5600000$130.00332.8G-J6-74.154.1500000$130.00539.5A-B5-61.1051.1050000$130.00143.65TOTAL9.25$1201.85$61,282.78PLANTA 1ER NIVELC-1COLUMNA C-1EJECANT.LARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra32.600.450.45ML31.20$78.002434Acero32.600.450.45KG373.86$5.50$2,056.22concreto32.600.450.45M31.58$140.00$221.13TOTAL$4,710.95

C-2COLUMNA C-2EJECANT.LARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra92.600.450.45ML93.60$78.007301Acero92.600.450.45KG888.24$5.50$4,885.33concreto92.600.450.45M34.74$140.00$663.39TOTAL$12,849.52

MUROMURO DE NOVACERAMIC MULTIPERFORADOEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-F3.602.604.105.269F-K4.052.603.7210.538D-G2.402.602.086.247A-F4.302.6011.187G-K3.002.607.806G-K3.002.601.806.006À-F3.602.602.347.025A-F4.102.602.707.965I-K1.302.603.384I-K1.002.602.340.263F-I2.602.902.405.142J-K2.002.602.992.21A1-918.502.6048.10B6-71.502.603.90D8-92.502.606.50F3-97.502.6019.50G6-95.302.604.169.62H2-32.602.606.76I4-52.102.605.46J6-71.502.600.903.00K1-918.302.6047.58M2223.40$42.00$9,382.80

REPELLOSREPELLO EN MUROS DE PLANTA BAJA.EJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTALA6-70.852.602.21B6-71.002.603.722.60F5`-72.652.602.086.89E 5`-72.022.605.25F8-90.702.601.82G8-91.002.601.800.80J6-71.002.602.340.267A-B0.902.602.70-0.367E-F1.702.604.426È-F2.002.602.342.869F-G1.132.902.400.866G-J1.452.602.990.78M228.39$42.00$1,192.57

CASTILLOS ARMEX 15X20:4EJE/EJEPIEZASALTOUDMCANTIDADP. UNITARIOSUBTOTAL9A-K5.002.6013.008AK3.002.607.807A-K4.002.6010.406H-K3.002.607.805À-F4.002.6010.404A-K6.002.6015.603F-K2.002.605.20D6-72.002.605.20G6-71.002.602.60ML78.00$38.00$2,964.00

CADENAS ARMEXEJE/EJEMLUDMCANTIDADP. UNITARIOSUBTOTAL9A-F2.102.109F.K2.002.006K-J1.451.456`D-F2.005À-F2.902.905H-K1.801.804H-K1.301.303F-H1.601.60D6-70.850.85I4-52.432.43

ML16.43$38.00$624.34

T-1TRABE T-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-912.920.200.40ML25.84$78.002016Acero1-919.640.200.40KG348.79$5.50$1,918.36concreto1-919.640.200.40M31.57$140.00$219.97TOTAL$4,153.85

T-6TRABE T-6/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-918.740.200.60ML28.11$78.002193Acero1-920.240.200.60KG152.87$5.50$840.79concreto1-920.240.200.60M32.43$140.00$340.03Cimbra1-920.240.200.60ML60.72$78.004736Acero1-920.240.200.60KG111.28$5.50$612.03concreto1-920.240.200.60M32.43$140.00$340.03TOTAL$9,061.63

T-5TRABE T-5/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-914.380.200.40ML21.57$78.001682Acero1-915.880.200.40KG287.66$5.50$1,582.14concreto1-915.880.200.40M31.27$140.00$177.86TOTAL$3,442.46

T-4TRABE T-4/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra911.000.200.40ML22.00$78.001716Cimbra3/5/728.150.200.40ML42.23$78.003294Cimbra3/5/7/94.850.300.50ML7.28$78.00567Acero3/5/7/944.000.200.40KG600.98$5.50$3,305.39concreto3/5/7/944.000.200.40M33.52$140.00$492.80TOTAL$7,659.19

TR-1TRABE TR-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1.0011.000.200.30ML22.00$78.001716Cimbra3-913.280.200.30ML13.28$78.001036Acero1-926.730.200.40KG160.95$5.50$885.22concreto1-926.730.200.40M32.14$140.00$299.38TOTAL$2,220.43

TR-2TRABE TR-2/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-94.120.200.40ML6.18$78.001930Acero1-94.360.200.40KG24.75$5.50$136.12concreto1-94.360.200.40M30.35$140.00$48.83TOTAL$2,115.39


NTNERVIOS DE TEMPERATURA/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-939.720.100.25ML39.72$78.003098Acero1-939.720.100.25KG74.15$5.50$407.84concreto1-939.720.100.25M30.99$140.00$139.02TOTAL$3,645.02

BASTONESBASTONES PARA VIGUETA SEGN ESTRUCTURAL/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-90.000.100.25ML0.00$78.000Acero1-970.580.100.25KG144.21$5.50$793.16concreto1-9185.600.100.25M34.64$140.00$649.60TOTAL$1,442.76

VIG.BOVLOSA DE VIGUETA Y BOVEDILLA/EJEM2UDMCANTIDAD/MLP. UNITARIOSUBTOTALLOSA(1-9) (A-K)162.77M2162.77$110.0017904.7TOTAL$17,904.70

L. ARMADALOSA ARMADA/EJEM2ALTOUDMCANTIDAD/M2P. UNITARIOSUBTOTALF-G8-92.052.0500000$110.00225.5A-B6-72.562.5600000$110.00281.6G-J6-74.194.1900000$110.00460.9A-B5-61.931.9300000$110.00212.3TOTAL10.73$1180.3$86,330.93PLANTA 2 NIVEL.

C-2COLUMNA C-2CANT.LARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra122.500.450.45ML120.00$78.009360Acero122.500.450.45KG1184.32$5.50$6,513.78concreto122.500.450.45M36.08$140.00$850.50TOTAL$16,724.28

T-1ATRABE T-1A/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbraK (1-9)12.920.200.40ML25.84$78.002016AceroK (1-9)19.120.200.40KG375.47$5.50$2,065.07concretoK (1-9)19.120.200.40M31.53$140.00$214.14TOTAL$4,294.74

T-6TRABE T-6/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra5-99.880.200.40ML9.88$78.00771Acero5-99.880.200.60KG153.76$5.50$845.69concreto5-99.880.200.40M30.90$140.00$125.44Cimbra3-54.790.300.35ML4.79$78.00374Acero3-54.790.300.35KG84.32$5.50$463.73concreto3-54.790.300.35M30.50$140.00$70.41TOTAL$2,649.54

T-5TRABE T-5/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-914.300.200.40ML28.60$78.002231Acero1-914.300.200.40KG243.51$5.50$1,339.33concreto1-914.300.200.40M31.14$140.00$160.16Cimbra3-51.000.150.30ML2.00$78.00156Acero3-51.000.150.30KG33.78$5.50$185.76concreto3-51.000.150.30M30.05$140.00$6.30TOTAL$4,078.35

T-4TRABE T-4/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra911.000.200.40ML22.00$78.001716Cimbra3/5/728.150.200.40ML42.23$78.003294Acero3/5/7/94.850.200.40KG600.98$5.50$3,305.39concreto3/5/7/944.000.200.40M33.52$140.00$492.80TOTAL$7,091.74

TR-1TRABE TR-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1.0011.000.150.30ML22.00$78.001716Cimbra3-913.280.150.30ML13.28$78.001036Acero1-913.280.150.30KG182.69$5.50$1,004.78concreto1-913.280.150.30M30.60$140.00$83.66TOTAL$2,124.28


TR-3TRABE TR-3/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra7 (A-F)5.200.200.40ML7.80$78.00608Acero7 (A-F)5.200.200.40KG35.74$5.50$196.59concreto7 (A-F)5.200.200.40M30.42$140.00$58.24TOTAL$863.23

TR-3.1TRABE TR-3.1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra7 (F-K)5.100.250.30ML7.65$78.00597Acero7 (F-K)5.100.250.30KG70.90$5.50$389.97concreto7 (F-K)5.100.250.30M30.38$140.00$53.55TOTAL$1,040.22

M-1MENSULA M-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra7 (F-K)3.800.250.30ML5.70$78.00445Acero7 (F-K)3.800.250.30KG21.61$5.50$118.84concreto7 (F-K)3.800.250.30M30.29$140.00$39.90TOTAL$603.34


BASTONESBASTONES PARA VIGUETA SEGN ESTRUCTURAL/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-90.000.100.25ML0.00$78.000Acero1-9190.800.100.25KG144.21$5.50$793.16concreto1-90.000.100.25M30.00$140.00$0.00TOTAL$793.16


L. ARMADALOSA ARMADA/EJEM2ALTOUDMCANTIDAD/M2P. UNITARIOSUBTOTALF-G8-92.052.0500000$130.00266.5A-B6-72.562.5600000$130.00332.8G-J6-74.194.1900000$130.00544.7A-B5-61.931.9300000$130.00250.9TOTAL10.73$1394.9

MUROMURO DE NOVACERAMIC MULTIPERFORADOEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-F3.302.303.004.599F-K3.802.303.368.748D-G2.302.302.085.297A-F4.302.309.897G-K3.002.306.906G-K3.002.301.914.995G-J1.970.801.585E-F1.202.300.572.195I-K1.502.303.454I-K1.502.302.341.113A-K2.302.304.860.432H-K2.402.302.992.531H-K1.202.302.76A1-915.772.3036.27B5-71.902.304.37D8-92.302.301.284.01F5-95.202.3011.96G6-95.302.304.168.03H2-32.502.305.75I4-52.102.304.83J6-71.802.300.363.78K1-918.002.3041.40M2174.85$42.00$7,343.57

CASTILLOS ARMEX 15X20:4EJE/EJEPIEZASALTOUDMCANTIDADP. UNITARIOSUBTOTAL9A-K5.002.6013.008AK4.002.6010.407A-K5.002.6013.006H-K3.002.607.805À-F6.002.6015.604A-K6.002.6015.603F-K3.002.607.80D6-73.002.607.80G6-72.002.605.2037.00ML96.20$38.00$3,655.60CADENAS ARMEXEJE/EJEMLUDMCANTIDADP. UNITARIOSUBTOTAL9A-K5.205.206`D-F2.132.136J-K1.601.605I-K3.503.504J-K2.602.60D6-70.850.85I4-53.503.50

ML19.38$38.00$736.44$81,864.13

PLANTA 3ER. NIVEL.


T-9TRABE T-9/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbraK (1-9)12.920.200.40ML25.84$78.002016AceroK (1-9)14.730.200.40KG378.42$5.50$2,081.29concretoK (1-9)12.920.200.40M31.03$140.00$144.70TOTAL$4,241.51

T-8TRABE T-8/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbraF (5-9)9.880.200.40ML14.82$78.001156AceroF (5-9)9.880.200.60KG153.03$5.50$841.64concretoF (5-9)9.880.200.40M30.79$140.00$110.66CimbraF (3-5)4.790.300.35ML7.19$78.00560AceroF (3-5)4.790.300.35KG91.77$5.50$504.73concretoF (3-5)4.790.300.35M30.50$140.00$70.41TOTAL$3,243.83

T-7TRABE 7/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbraA (3-9)14.380.200.40ML28.76$78.002243AceroA (3-9)14.730.200.40KG236.06$5.50$1,298.36concretoA (3-9)14.730.200.40M31.18$140.00$164.98CimbraA (1-3)1.000.300.35ML2.00$78.00156AceroA (1-3)1.000.300.35KG30.26$5.50$166.43concretoA (1-3)1.000.300.35M30.11$140.00$14.70TOTAL$4,043.74


TR-1TRABE TR-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1.0011.000.150.30ML22.00$78.001716Cimbra3-913.280.150.30ML19.92$78.001554Acero1-913.280.150.30KG182.69$5.50$1,004.78concreto1-913.280.150.30M30.60$140.00$83.66TOTAL$2,642.20



TR-3.1TRABE TR-3.1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra7 (F-K)5.100.250.30ML7.65$78.00597Acero7 (F-K)5.100.250.30KG37.40$5.50$205.68concreto7 (F-K)5.100.250.30M30.38$140.00$53.55TOTAL$855.93







ML19.38$38.00$736.44$80,995.24

PLANTA 4. NIVEL.




T-9TRABE T-9/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbraK (1-9)12.920.200.40ML25.84$78.002016AceroK (1-9)14.730.200.40KG378.42$5.50$2,081.29concretoK (1-9)12.920.200.40M31.03$140.00$144.70TOTAL$4,241.51


TR-1TRABE TR-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra111.000.150.30ML22.00$78.001716Cimbra3-910.550.150.30ML15.83$78.001234Acero1-921.550.150.30KG194.98$5.50$1,072.40concreto1-921.550.150.30M30.97$140.00$135.77TOTAL$2,442.51





BASTONESBASTONES PARA VIGUETA SEGN ESTRUCTURAL/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra1-90.000.100.25ML0.00$78.000Acero1-9190.800.100.25KG144.21$5.50$793.16concreto1-90.100.25M30.00$140.00$0.00TOTAL$793.16





ML19.38$38.00$736.44$80,467.38

PLANTA 5. NIVEL.




T-9TRABE T-9/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbraK (1-9)18.140.200.40ML36.28$78.002830AceroK (1-9)19.280.200.40KG378.42$5.50$2,081.29concretoK (1-9)18.140.200.40M31.45$140.00$203.17TOTAL$5,114.30T-10TRABE T-10/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra911.000.200.40ML22.00$78.001716Cimbra3/5/728.150.200.40ML42.23$78.003294Acero3/5/7/944.000.200.40KG629.54$5.50$3,462.45concreto3/5/7/944.000.200.40M33.52$140.00$492.80TOTAL$7,248.80

TR-1TRABE TR-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra111.000.150.30ML22.00$78.001716Cimbra3-913.280.150.30ML19.92$78.001554Acero1-924.280.150.30KG194.98$5.50$1,072.40concreto1-924.280.150.30M31.09$140.00$152.96TOTAL$2,779.12



TR-3.1TRABE TR-3.1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra7 (F-K)5.100.250.30ML7.65$78.00597Acero7 (F-K)5.100.250.30KG37.40$5.50$205.68concreto7 (F-K)5.100.250.30M30.38$140.00$53.55TOTAL$855.93M-1MENSULA M-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra7 (F-K)3.600.250.30ML5.40$78.00421Acero7 (F-K)3.600.250.30KG24.44$5.50$134.41concreto7 (F-K)3.600.250.30M30.27$140.00$37.80TOTAL$593.41




L. ARMADALOSA ARMADA/EJEM2ALTOUDMCANTIDAD/M2P. UNITARIOSUBTOTALF-G8-92.052.0500000$130.00266.5A-B6-72.562.5600000$130.00332.8G-J6-74.194.1900000$130.00544.7A-B5-61.931.9300000$130.00250.9TOTAL10.73$1394.9MUROMURO DE NOVACERAMIC MULTIPERFORADOEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-F3.302.303.004.599F-K3.802.303.368.748D-G2.302.302.085.297A-F4.302.309.897G-K3.002.306.906G-K3.002.301.914.995G-J1.970.801.585E-F1.202.300.572.195I-K1.502.303.454I-K1.502.302.341.113A-K2.302.304.860.432H-K2.402.302.992.531H-K1.202.302.76A1-915.772.3036.27B5-71.902.304.37D8-92.302.301.284.01F5-95.202.3011.96G6-95.302.304.168.03H2-32.502.305.75I4-52.102.304.83J6-71.802.300.363.78K1-918.002.3041.40M2174.85$42.00$7,343.57


ML19.38$38.00$736.44

$82,270.19YESO EN PRIMER NIVEL. (PLANTA TIPO)

YESOYESO EN MURO DE NOVACERAMIC MULTIPERFORADOEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-K8.852.504.6017.098D-G2.402.502.086.007A-F-K10.882.5027.196À-F-K4.002.503.007.005À-F-K4.332.500.5710.265E-K5.352.5013.384I-K1.052.502.342.633A-K2.952.507.38A1-911.042.5027.60B5-72.202.5011.00D8-98.562.501.2820.13E 5-63.032.507.58E`5-63.312.508.28F5-98.762.5021.90G6-94.582.5022.90H2-30.452.502.25I4-510.472.5052.33K1-910.462.5052.30M2317.17$42.00$13,321.10

YESOYESO EN BOQUILLASEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-K3.002.507.508D-G3.002.507.507A-F-K5.002.5012.505À-F-K2.002.505.005G-I2.000.801.605E-K6.002.5015.004I-K5.003.0015.003A-K4.002.5010.00A1-95.002.5012.50B5-72.002.505.00D8-91.002.502.50E 5-63.002.507.50E`5-62.002.505.00F5-910.002.5025.00G6-95.002.5012.50H2-32.002.505.00I4-52.002.505.00K1-93.002.507.503F-H1.872.607.07H1-31.201.604.406J-K1.271.50 4.27J7-60.600.601.809G-J2.001.505.009F-G0.600.601.809A-F 2.001.505.00D6-70.851.503.856`D-F2.001.505.005`D-F0.950.602.153A-F3.932.609.13ML211.07$22.00$4,643.54

YESO EN TRABES, ML.EJE/EJELARGOALTOANCHOUDMCANTIDADP. UNITARIOSUBTOTALA9-39.839.83F9-312.7812.787(A-F-K)9.509.506A-F8.258.255A-F-K4.804.803A-F-K9.659.65K9-38.508.5063.31ML63.31$22.00$1,392.80

YESO EN LOSAM2UDMCANTIDAD/MLP. UNITARIOSUBTOTALREC. PPAL25.5825.58BAO COMUN4.254.25REC. 216.5916.59C. TV. PASILLO23.1623.161/2 BAO3.203.20A. SOCIAL50.8950.89SERVICIO12.4312.43TOTAL136.10$42.00$5,716.20

METAL DESPLEGADO EN VIGUETAS Y COLUMNASEJE/EJELARGOALTOPIEZASUDMCANTIDADP. UNITARIOSUBTOTALVIGUETA144.258.874.531.573.6525.5511.851.8522412.42.4114.448.485.342.4COLUMNASA-92.5025A-72.5037.5A-52.5025A-32.5012.5F-52.5025F-72.5025F-92.5025K-52.5025K-72.5025K-92.5025ML264.90$7.00$1,854.30$26,927.94PLANTA 6. NIVEL.





TR-1TRABE TR-1/EJELARGOANCHOALTOUDMCANTIDAD/MLP. UNITARIOSUBTOTALCimbra111.000.150.30ML22.00$78.001716Cimbra3-913.280.150.30ML19.92$78.001554Acero1-924.280.150.30KG158.48$5.50$871.65concreto1-924.280.150.30M31.09$140.00$152.96TOTAL$2,578.38








L. ARMADALOSA ARMADA/EJEM2ALTOUDMCANTIDAD/M2P. UNITARIOSUBTOTALF-G8-92.052.0500000$130.00266.5A-B6-72.562.5600000$130.00332.8G-J6-74.194.1900000$130.00544.7A-B5-61.931.9300000$130.00250.910.73TOTAL10.73$1394.9

MUROMURO DE NOVACERAMIC MULTIPERFORADOEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-F3.302.303.004.599F-K3.802.303.368.748D-G2.302.302.085.297A-F4.302.309.897G-K3.002.306.906G-K3.002.301.914.995G-J1.970.801.585E-F1.202.300.572.195I-K1.502.303.454I-K1.502.302.341.113A-K2.302.304.860.432H-K2.402.302.992.531H-K1.202.302.76A1-915.772.3036.27B5-71.902.304.37D8-92.302.301.284.01F5-95.202.3011.96G6-95.302.304.168.03H2-32.502.305.75I4-52.102.304.83J6-71.802.300.363.78K1-918.002.3041.40M2174.85$42.00$7,343.57CASTILLOS ARMEX 15X20:4EJE/EJEPIEZASALTOUDMCANTIDADP. UNITARIOSUBTOTAL9A-K5.002.6013.008AK4.002.6010.407A-K5.002.6013.006H-K3.002.607.805À-F6.002.6015.604A-K6.002.6015.603F-K3.002.607.80D6-73.002.607.80G6-72.002.605.2037.00ML96.20$38.00$3,655.60CADENAS ARMEXEJE/EJEMLUDMCANTIDADP. UNITARIOSUBTOTAL9A-K5.205.206`D-F2.132.136J-K1.601.605I-K3.503.504J-K2.602.60D6-70.850.85I4-53.503.50

ML19.38$38.00$736.44$80,847.68

YESO EN MUROS DIVISORIOS EN PLANTA BAJA.

YESOYESO EN MURO DE NOVACERAMIC MULTIPERFORADOEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-K8.852.503.0019.138D-G2.402.502.006.007A-F-K10.882.527.26À-F-K4.032.501.508.565A-F-K4.332.502.078.765E-K5.352.502.7010.684I-K1.052.502.342.633A-K8.852.502.4019.73A1-97.382.5018.45B5-72.202.505.50D8-98.512.500.8920.38F5-98.762.5021.90G6-94.582.504.1614.58I5-43.792.5018.95J1-2 / 5-91.772.500.428.01K1-2 / 5-912.152.5060.75M2271.19$42.00$11,389.98

YESO EN TRABES, ML.EJE/EJELARGOALTOANCHOUDMCANTIDADP. UNITARIOSUBTOTALA9-310.1210.12F9.312.9312.937(A-F-K)9.659.656A-F5.155.155A-F-K9.709.704H-K1.851.853A-F-K9.709.70K9-38.968.96ML68.06$22.00$1,497.37

YESOYESO EN BOQUILLASEJE/EJELARGOALTOUDMCANTIDADP. UNITARIOSUBTOTAL9A-K4.002.5010.008D-G5.002.5012.507A-F-K6.002.5015.006À-F-K2.002.505.005E-K6.002.5015.004I-K4.002.5010.003A-K1.002.502.50A1-92.002.505.00B5-72.002.505.00D8-93.002.507.50F5-93.002.507.50G6-94.002.5010.00I4-53.002.507.50K1-92.002.505.00ML117.50$22.00$2,585.00YESO EN LOSA.M2UDMCANTIDAD/MLP. UNITARIOSUBTOTALREC. PPAL25.5825.58BAO COMUN4.254.25REC. 216.5916.59A. SOCIAL54.0354.03SERVICIO12.4312.43ACC.GRAL6.806.80COCHERA29.1729.17TOTAL148.85$42.00$6,251.70

METAL DESPLEGADO EN VIGUETAS Y COLUMNASEJE/EJELARGOALTOPIEZAUDMCANTIDADP. UNITARIOSUBTOTALVIGUETA144.258.874.531.573.6525.5511.851.8522412.42.4114.448.485.342.4COLUMNASA-92.5025A-72.5037.5F-32.5025F-52.5025F-72.5025F-92.5025K-52.5025K-72.5025K-92.5025ML262.40$7.00$1,836.80$23,560.85PLANTA 7. NIVEL.
















ML19.38$38.00$736.44$80,892.81PLANTA 8. NIVEL.
















ML19.38$38.00$736.44

$76,415.62REPELLO EN MUROS INTERIORES EN PLANTA BAJA.

REPELLOREPELLO EN MURO DE NOVACERAMIC MULTIPERFORADO INTERIORESEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9A-F1.122.500.542.267A-F2.672.506.686G-J1.452.503.636`D-F2.001.503.00A6-70.862.502.15B6-71.002.505.00D7-60.861.501.29F7-60.701.501.05F8-90.702.501.75G8-91.002.502.50M229.30$42.00$1,230.60

$1,230.60CHAFLANES PARA INSTALACIONES

CHAFLANESCHAFLANES PARA CUBRIR INTALACIONES.EJE/EJELARGOALTOANCHOUDMCANTIDADP. UNITARIOSUBTOTALP. BAJA9G2.502.506J2.502.501ER PISO9G2.502.506J2.502.502o. PISO9G2.502.506J2.502.503o. PISO9G2.502.506J2.502.504o. PISO9G2.502.506J2.502.505o. PISO9G2.502.506J2.502.506o. PISO9G2.502.506J2.502.507o. PISO9G2.502.506J2.502.508o. PISO9G2.502.506J2.502.50ML45.00$42.00$1,890.00$1,890.00REPELLO EN MUROS EXTERIORES EN PLANTA BAJA.

REPELLOREPELLO EN MURO DE NOVACERAMIC MULTIPERFORADO EXTERIORESEJE/EJELARGOALTOVENTANAUDMCANTIDADP. UNITARIOSUBTOTAL9À-K11.001.1024.209A-K11.002.9010.7621.147J-K0.972.902.817D-F1.702.904.936`D-F1.701.402.386J-K1.452.901.912.303F-H3.252.902.746.68A1-922.452.9065.11D6

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