Copia de Revision_decuantificacion

Hoja1ConceptoCodigoPiezasLong. M.Peso barilla mMurosTotal kg#8@30 cm11613.9732127.14#8@30 cm21813.9732143.03#8@30 cm3383.9732199.29#8@25 cm4463.9732197.06#8@20 cm53713.9732294.00#8@20 cm64213.9732333.73#12@15 cm76.6610.38.93821,226.26#8@20 cm859.73.9732385.38

SUB TOTAL2,905.88

ConceptoCodigoPiezasLong. M.Peso barilla mTotal kgBASTONES#8@10 cm9 IZQ7613.97315.10BASTONES#8@10 cm9 DER7613.97315.10VARILLA#8@10 cm10A25013.973993.25VARILLA#8@10 cm10B1027.63.9731,096.55BASTONES#8@10 cm11 IZQ108.33.97316.49BASTONES#8@10 cm11DER108.33.97316.49BASTONES#8@10 cm12A14413.97328.61BASTONES #8@10 cm12B1014.53.97328.80VARILLA#8@15 cm13A17013.973675.41VARILLA#8@15 cm13B6.627.68.9381,628.15

SUB TOTAL4,513.93TOTAL7,419.82VOLUMEN DE CONCRETO EN UN METRO CANAL=83.40mCUANTIA DE ACERO POR METRO CUBICO =89.0Kg

Hoja228.42 ganchosdiametro = 2.54 cm6 dimetrosLosa PisoL =92.9958M2x6x0.0254x6'0.3048Lt28.7048ConceptoCodigoPiezasLong. M.Peso barilla mLineasTotal kgBarrasCdigoLPeso barilla mParrillasTotal kg#8@30 cm1941.003.9732746.9293113.9732738.98#8@30 cm2428.70
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:Longitud + 2 ganchos de 6 Diam3.9731456.184228.70483.9731456.18#8@10 cm31128.70
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:Longitud + 2 ganchos de 6 Diam3.97311,254.4911328.70483.97311,254.492,449.64kg/mlDiferenciaLt227,806.28kg228,545.23738.94SUB TOTAL2,457.59KG/M0.739V42.6m3/m228,545.23KGVt3,961.62m3228.55TONcuantia57.5032994366kg/m3

Losa TapaL =92.9958M

ConceptoCodigoPiezasLong. M.Peso barilla mLineasTotal kg#8@30 cm19413.9732746.92#8@30 cm2428.70
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:Longitud + 2 ganchos de 6 Diam3.9732912.35

SUB TOTAL1,659.28KG/M

154,305.83KG154.31TON

Muro ExteriorL =92.9958M

ConceptoCodigoPiezasLong. M.Peso barilla mLineasTotal kg#8@20 cm16513.9734
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:x 2 muros1,032.98#8@20 cm2616.10
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:Longitud + 2 ganchos de 6 Diam3.9732
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:x 2 muros767.81#12@10 cm31116.71
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:x 2 muros3,286.65


473,111.04KG473.11TON

Muro InteriorL =92.9958M

ConceptoCodigoPiezasLong. M.Peso barilla mLineasTotal kg#8@30 cm14113.9734
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:x 2 muros651.57#8@30 cm2416.10
Francisco Javier Martinez Cruz: Francisco Javier Martinez Cruz:x 2 muros1,023.75


155,797.90KG155.80TON

L =92.9958MTOTAL10,879.63KG/M1,011,759.99KG1011.76TONCONCRETO =19826.70M3 CONCRETO51.03KG ACERO / M3 CONCRETO

Seccin UMurosLongitud del modulo2000.00cmVarillaLongitudSeparacinPzasPesoPeso TotalMuro1Tipo 18.006.0025.0081.003.97771,933.14Tipo 28.007.4430.0067.673.97772,002.51Tipo 312.0010.0715.00134.338.949712,106.62Tipo 48.009.2920.00101.003.97773,732.19Tipo 58.0021.6330.0018.003.97771,548.34Tipo 68.0021.6330.0019.003.97771,634.36Tipo 78.0021.6320.0042.003.97773,612.80Tipo 88.0021.6320.0037.003.97773,182.7129,752.68VarillaLongitudSeparacinPzasPesoPeso TotalMuro 2Tipo 18.006.0025.0081.003.97771,933.14Tipo 28.007.4430.0067.673.97772,002.51Tipo 312.0010.0715.00134.338.949712,106.62Tipo 48.009.2920.00101.003.97773,732.19Tipo 58.0021.6330.0018.003.97771,548.34Tipo 68.0021.6330.0019.003.97771,634.36Tipo 78.0021.6320.0042.003.97773,612.80Tipo 88.0021.6320.0037.003.97773,182.7129,752.68LosaParrila SupVarillaLongitudSeparacinPzasPesoPeso Total1 Sentido8.0021.0210.00264.003.977722,068.91Longi8.0028.5015.00134.003.977715,188.53TransBastones8.008.3010.00143.003.97774,721.088.008.3010.00143.003.97774,721.08Parrilla Inferior12.0021.5215.00176.008.9533,903.55Longi12.0029.0015.00133.338.9534,610.36TransBastones8.0014.5010.00101.003.985,825.27121,038.78180,544.141667.00108.30kg/m3

Secin en CajonTransversalVarillaLongitudSeparacinPzasPesoPeso TotalMuros Ext12.0018.6310.0011.008.94971,834.468.0018.1320.006.003.9777432.59Muros Ext12.0018.6310.0011.008.94971,834.468.0018.1320.006.003.9777432.59Muros Int8.0017.7230.004.333.9777305.368.0017.7230.0011.003.9777775.15Muros Int8.0017.7230.004.333.9777305.368.0017.7230.004.333.9777305.36LosaSup8.0030.2830.004.333.9777521.85Inf8.0030.2810.0011.003.97771,324.70Sup8.0030.2830.004.333.9777521.85Losa TapaInf8.0030.2830.004.333.9777521.85

LongitudinalVarillaLongitudSeparacinPzasPesoPeso TotalMuros Ext8.001.1720.0064.003.9777297.688.001.1720.0064.003.9777297.68Muros Ext8.001.1720.0064.003.9777297.688.001.1720.0064.003.9777297.68Muros Int8.001.1730.0042.003.9777195.358.001.1730.0042.003.9777195.35Muros Int8.001.1730.0042.003.9777195.358.001.1730.0042.003.9777195.35LosaSup8.001.1730.0098.003.9777455.82Inf8.001.1730.0098.003.9777455.82Sup8.001.1730.0098.003.9777455.82Losa TapaInf8.001.1710.0098.003.9777455.8212,910.98Volumen218.7259.0297304752

Documents

Copia de Revision_decuantificacion