戏水池项目土建工程预算造价

..-..word.zl-熙和湾旅游区游乐园工程土建工程预算造价书熙和湾旅游区游乐园工程土建工程预算造价造价参?省建筑工程综合定额?2010基价，人工费按目前兴宁市建筑市场聘用工人综合工均价150元计算。其他费用按相关规定计费，税金不包在本预算內。1、彩虹/水寨机房工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m336.9815.648042.66601577.79二混凝土工程1C15商品混凝土m310.66310.03304.602混凝土垫层浇捣m310.5564.7580165.45801745.583C25，S6商品混凝土m325.58340.09037.204池底板混凝土浇捣m326.3251.2690107.56902831.225C30，S6商品混凝土m3/350.0/6底板后浇带混凝土浇捣m3/69.3750158.275/7C25，S6商品混凝土m331.98340.010873.208池墙混凝土浇捣m331.6675.3200188.22005959.059C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m3/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25，S6商品混凝土m312.31340.04185.4014顶板混凝土浇捣m312.1956.5740134.37401638.02三钢筋工程1现浇构件圆钢￠10t0.934498.20005367.80004992.052现浇箍筋圆钢￠10t/4700.28005848.8800/3现浇构件镙纹钢￠25t6.9234469.92004908.520033981.68四模板工程1垫层模板制安m24.2820.754931.5349134.972根底模板制安m211.5530.211255.7812644.273墙模板制安m2226.5123.657143.02719746.074梁模板制安m27.5932.790569.0205523.865板模板制安m277.5532.492463.34244912.20五机房天棚墙面抹灰m2163.818.983108.92六脚手架工程1综合脚手架m2102.69.809616.16961659.002单排脚手架m291.89.7018890.63七垂直运输工程1垂直运输m272.014.284514.28451028.48工程直接费小计102774.192、彩虹/水寨池工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m344.615.648042.66601902.90二混凝土工程1C15商品混凝土m37.97310.0247.702混凝土垫层浇捣m37.8964.7580165.45801305.463C25，S6商品混凝土m319.09340.06490.604池底板混凝土浇捣m318.951.2690107.56902033.055C30，S6商品混凝土m3/350.0/6底板后浇带混凝土浇捣m3/69.3750158.275/7C25，S6商品混凝土m331.39340.010672.608池墙混凝土浇捣m331.0875.3200188.22005849.889C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m3/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25，S6商品混凝土m35.96340.02026.4014顶板混凝土浇捣m35.9056.5740134.3740792.81三钢筋工程1现浇构件圆钢￠10t0.4974498.20005367.80002667.802现浇箍筋圆钢￠10t/4700.28005848.8800/3现浇构件镙纹钢￠25t5.1764469.92004908.520025406.50四模板工程1垫层模板制安m25.7320.754931.5349.692根底模板制安m214.1830.211255.7812790.983墙模板制安m2306.2923.657143.027113178.774梁模板制安m2/32.790569.0205/5板模板制安m258.9732.492463.34243735.30五脚手架工程1综合脚手架m2/9.809616.1696/六垂直运输工程//1垂直运输m2/14.284514.2845/工程直接费小计78074.253、互动水寨池工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m31056.015.648042.666045055.30二混凝土工程1C15商品混凝土m3/310.0/2混凝土垫层浇捣m3/64.7580165.4580/3C25，S6商品混凝土m3484.8340.0164832.004池底板混凝土浇捣m348051.2690107.569051633.125C30，S6商品混凝土m334.36350.012026.006底板后浇带混凝土浇捣m334.0269.3750158.2755384.527C25，S6商品混凝土m342.42340.014422.808池墙混凝土浇捣m342.075.3200188.22007905.249C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m3/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25，S6商品混凝土m3/340.0/14顶板混凝土浇捣m3/56.5740134.3740/三钢筋工程1现浇构件圆钢￠10t/4498.20005367.8000/2现浇箍筋圆钢￠10t/4700.28005848.8800/3现浇构件镙纹钢￠25t106.554469.92004908.5200523002.81四模板工程1垫层模板制安m2/20.754931.5349/2根底模板制安m230.030.211255.78121673.443墙模板制安m2220.023.657143.02719465.964梁模板制安m2/32.790569.0205/5板模板制安m2/32.492463.3424/五脚手架工程/1综合脚手架m2/9.809616.1696/六垂直运输工程//1垂直运输m2/14.284514.2845/工程直接费小计835401.194、儿童戏水池机房工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m333.4715.648042.66601428.03二混凝土工程1C15商品混凝土m39.55310.02960.502混凝土垫层浇捣m39.4664.7580165.45801565.233C25，S6商品混凝土m322.88340.07779.204机房底板混凝土浇捣m322.6551.2690107.56902436.445C30，S6商品混凝土m3/350.0/6底板后浇带混凝土浇捣m3/69.3750158.275/7C25，S6商品混凝土m326.84340.09125.608机房墙混凝土浇捣m326.5775.3200188.22005001.009C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m3/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25，S6商品混凝土m310.22340.03474.8014顶板混凝土浇捣m310.1256.5740134.37401359.86三钢筋工程1现浇构件圆钢￠10t0.73624498.20005367.80003951.772现浇箍筋圆钢￠10t0.1214700.28005848.8800707.713现浇构件镙纹钢￠25t4.0864469.92004908.520020056.21四模板工程1垫层模板制安m24.0720.754931.5349128.352根底模板制安m29.9830.211255.7812556.703墙模板制安m2203.1523.657143.02718740.964梁模板制安m2/32.790569.0205/5板模板制安m257.2332.492463.34243625.09五机房抹灰m2163.818.983094.18六脚手架工程1综合脚手架m295.829.809616.16961549.372单排脚手架m281.69.7081792.18七垂直运输工程1垂直运输m272.014.284514.28451028.48工程直接费小计79361.665、儿童戏水池工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m3647.8815.648042.666027642.45二混凝土工程1C15商品混凝土m3/310.0/2混凝土垫层浇捣m3/64.7580165.4580/3C25，S6商品混凝土m3286.34340.097355.604池底板混凝土浇捣m3283.551.2690107.569030495.815C30，S6商品混凝土m37.77350.02719.506底板后浇带混凝土浇捣m37.6969.3750158.2751217.137C25，S6商品混凝土m3151.93340.051656.208池墙混凝土浇捣m3150.4375.3200188.220028313.939C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m3/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25，S6商品混凝土m3/340.0/14顶板混凝土浇捣m3/56.5740134.3740/三钢筋工程1现浇构件圆钢￠10t14.5484498.20005367.800078090.752现浇箍筋圆钢￠10t1.4954700.28005848.88008744.083现浇构件镙纹钢￠25t0.4564469.92004908.52001128.29四模板工程1垫层模板制安m2/20.754931.5349/2根底模板制安m231.5030.211255.78121757.113墙模板制安m2389.5023.657143.027116759.064梁模板制安m2/32.790569.0205/5板模板制安m2/32.492463.3424/五脚手架工程1综合脚手架m2/9.809616.1696/六垂直运输工程1垂直运输m2/14.284514.2845/工程直接费小计345879.916、造浪机房工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m352.1115.648042.66602223.33二混凝土工程1C15商品混凝土m313.65310.04231.502混凝土垫层浇捣m313.5164.7580165.45802235.343C25，S6商品混凝土m349.14340.016707.604池底板混凝土浇捣m348.6551.2690107.56905233.235C30，S6商品混凝土m3/350.0/6底板后浇带混凝土浇捣m3/69.3750158.275/7C25，S6商品混凝土m3144.08340.048987.208池墙混凝土浇捣m3142.6575.3200188.220026849.589C25，S6商品混凝土m318.15340.06171.0010柱混凝土浇捣m317.9777.3680193.36803474.8211C25，S6商品混凝土m38.93340.03036.2012梁混凝土浇捣m38.8464.3570158.15701398.1113C25，S6商品混凝土m321.51340.07313.4014顶板混凝土浇捣m321.3056.5740134.37402862.17三钢筋工程1现浇构件圆钢￠10t2.7434498.20005367.800014723.882现浇箍筋圆钢￠10t1.0064700.28005848.88005883.973现浇构件镙纹钢￠25t33.664469.92004908.5200165220.78四模板工程1垫层模板制安m229.7820.754931.5349939.112根底模板制安m223.0330.211255.78121284.643柱模板制安m289.8823.657143.02713867.284墙模板制安m2142.2223.657143.02716119.315梁模板制安m2109.332.790569.02057543.946板模板制安m2235.1332.492463.342414893.70五脚手架工程1综合脚手架m2404.069.809616.16966533.49六垂直运输工程1垂直运输m2194.6814.284514.28452780.91工程直接费小计359116.387、鼓风造浪机房工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m345.4415.648042.66601938.74二混凝土工程1C15商品混凝土m319.03310.05899.302混凝土垫层浇捣m318.8464.7580165.45803117.233C25，S6商品混凝土m353.75340.018275.004池底板混凝土浇捣m353.2251.2690107.56905724.825C30，S6商品混凝土m3/350.0/6底板后浇带混凝土浇捣m3/69.3750158.275/7C25，S6商品混凝土m332.20340.010948.008池墙混凝土浇捣m331.8875.3200188.22006000.459C25，S6商品混凝土m32.29340.0778.6010柱混凝土浇捣m32.2777.3680193.3680438.9511C25，S6商品混凝土m318.89340.06422.6012梁混凝土浇捣m318.764.3570158.15702957.5313C25，S6商品混凝土m321.99340.07476.6014顶板混凝土浇捣m321.7756.5740134.37402925.32三钢筋工程1现浇构件圆钢￠10t1.2484498.20005367.80006699.012现浇箍筋圆钢￠10t0.5174700.28005848.88003023.873现浇构件镙纹钢￠25t12.034469.92004908.520059049.50四模板工程1垫层模板制安m26.5820.754931.5349207.502根底模板制安m224.8230.211255.781281384.493柱模板制安m240.3232.790569.02052782.914墙模板制安m2425.0423.657143.027118288.245梁模板制安m2190.2632.790569.020513131.846板模板制安m2255.5132.492463.342416184.62五脚手架工程1综合脚手架m2247.689.809616.16964004.89六垂直运输工程1垂直运输m2136.1614.284514.28451944.98工程直接费小计279604.998、鼓风造浪池工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m31375.315.648042.666058678.55二混凝土工程1C15商品混凝土m3/310.0/2混凝土垫层浇捣m3/64.7580165.4580/3C25，S6商品混凝土m31272.6340.0432684.004池底板混凝土浇捣m31260.051.2690107.5690135536.945C30，S6商品混凝土m366.60350.023310.006底板后浇带混凝土浇捣m365.9469.3750158.27510436.657C25，S6商品混凝土m3119.31340.040565.408池墙混凝土浇捣m3118.1375.3200188.220022234.439C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m3/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25，S6商品混凝土m3/340.0/14顶板混凝土浇捣m3/56.5740134.3740/三钢筋工程1现浇构件圆钢￠10t141.874498.20005367.8000761529.792现浇箍筋圆钢￠10t/4700.28005848.8800/3现浇构件镙纹钢￠25t4.8984469.92004908.520024041.934后浇带封口网M282.4512.00989.40四模板工程1垫层模板制安m2/20.754931.5349/2根底模板制安m247.2530.211255.78122635.663墙模板制安m2897.7523.657143.027138627.584梁模板制安m2/32.790569.0205/5板模板制安m2/32.492463.3424/五脚手架工程1综合脚手架m2/9.809616.1696/六垂直运输工程1垂直运输m2/14.284514.2845/工程直接费小计1551270.339、造浪过滤机房工程预算明细表工程直接费工程序号分局部项名称单位工程量定额基价(元)预算单价(元)金额(元)一土方工程1人工挖基坑土方m344.9815.648042.66601919.12二混凝土工程1C15商品混凝土m312.17310.03772.702混凝土垫层浇捣m312.0564.7580165.45801993.773C25，S6商品混凝土m334.93340.011876.204池底板混凝土浇捣m334.5851.2690107.56903719.745C30，S6商品混凝土m3/350.0/6底板后浇带混凝土浇捣m3/69.3750158.275/7C25，S6商品混凝土m360.74340.020651.608池墙混凝土浇捣m360.1475.3200188.220011319.559C25，S6商品混凝土m3/340.0/10柱混凝土浇捣m3/77.3680193.3680/11C25，S6商品混凝土m30.68340.0231.2012梁混凝土浇捣m30.6764.3570158.1570105.9713C25，S6商品混凝土m313.61340.04627.4014顶板混凝土浇捣m313.4856.5740134.37401811.36三钢筋工程1现浇构件圆钢￠10t1.1694498.20005367.80006274.962现浇箍筋圆钢￠10t0.2384700.28005848.88001392.033现浇构件镙纹钢￠25t16.5744469.92004908.520081353.81四模板工程1垫层模板制安m26.5820.754931.5349207.502根底模板制安m215.8830.211255.7812885.813柱模板制安m24墙模板制安m2382.3723.657143.027116452.275梁模板制安m28.4032.790569.0205579.776板模板制安m289.8432.492463.34245690.68五脚手架工程1综合脚手架m2188.809.809616.16963052.82六垂直运输工程1垂直运输m290.2414.284514.28451289.03工程直接费小计179207.29以上9项预算合计：直接费:3810690.19元；其他1文明施工费项1直接费×10.5%400122.462材料检验试验费项1直接费×0.3%11432.073预算包干费项1直接费×0.8%30485.524危险作业意外伤害险费项1直接费×0.5%19053.455防洪工程维护费项1直接费×0.3%11432.076利润项1人工费×28%320097.97小计792623.54合计不含税造价：4603313.73元人民币大写：肆佰陆拾零万叁仟叁佰壹拾叁元整