水池项目的土建工程预算造价.docx

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1、熙和湾旅游区游乐园工程土建工程预算造价书预算造价书预算造价书熙和湾旅游区游乐园工程土建工程预算造价1、造价参?广东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。2、其他费用按相关规定计费，税金不包在本预算内。1、彩虹/水寨机房工程预算明细表2、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）.土方工程1人工挖基坑土方m336.9815.648042.66601577.79混凝土工程1C15商品混凝土m310.66310.03304.602混凝土垫层浇捣m310.5564.7580165.45

2、801745.583C25, 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m3/64.3570158.1570/1

3、3C25, S6商品混凝土m312.31340.04185.4014顶板混凝土浇捣m312.1956.5740134.37401638.02*钢筋工程1现浇构件圆钢。10内t0.934498.20005367.80004992.052现浇箍筋圆钢010内t/4700.28005848.8800/3现浇构件镶纹钢。25内t6.9234469.92004908.520033981.68四模板工程1垫层模板制安m24.2820.754931.5349134.972根基模板制安m211.5530.211255.7812644.273墙模板制安m2226.5123.657143.02719746.074

4、梁模板制安m27.5932.790569.0205523.865板模板制安m277.5532.492463.34244912.20五机房内天棚墙面抹灰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102774.19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）*土方工程1人工挖基坑土方m344.615.648042.66601902.90混凝土工程1C15

5、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m/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m3/77.3680193.3680/11C2

6、5, 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钢筋工程1现浇构件圆钢010内t0.4974498.20005367.80002667.802现浇箍筋圆钢。10内t/4700.28005848.8800/3现浇构件镶纹钢0 25内t5.1764469.92004908.520025406.50四模板工程1垫层模板制安m5.7320.754931.5349180.692根基模板制安m214.1830.211255.78

7、12790.983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4、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）*土方工程1人工挖基坑土方m31056.015.648042.666045055.30混凝土工程1C15商品

8、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/

9、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/钢筋工程1现浇构件圆钢。10内t/4498.20005367.8000/2现浇箍筋圆钢。10内t/4700.28005848.8800/3现浇构件镶纹钢0 25内t106.554469.92004908.5200523002.81四模板工程1垫层模板制安m2/20.754931.5349/2根基模板制安m230.030.211255.78121673.443墙模板制安m220.023.65714

10、3.02719465.964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2 m/14.284514.2845/工程直接费小计835401.19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）土方工程1人工挖基坑土方m333.4715.648042.66601428.03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m

11、22.88340.07779.204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/340.0/12梁混凝土浇捣m3/64.3570158.1570/13C25, S6商品混凝土m310.22340.0

12、3474.8014顶板混凝土浇捣m310.1256.5740134.37401359.86钢筋工程1现浇构件圆钢0 10内t0.73624498.20005367.80003951.772现浇箍筋圆钢010内t0.1214700.28005848.8800707.713现浇构件镶纹钢0 25内t4.0864469.92004908.520020056.21四模板工程1垫层模板制安m24.0720.754931.5349128.352根基模板制安m29.9830.211255.7812556.703墙模板制安m2203.1523.657143.02718740.964梁模板制安m2/32.790

13、569.0205/5板模板制安m257.2332.492463.34243625.09五机房内抹灰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6、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）*土方工程1人工挖基坑土方m3647.8815.648042.666027642.45混凝土工程1

14、C15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m3/77.36801

15、93.3680/11C25, 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/钢筋工程1现浇构件圆钢。10内t14.5484498.20005367.800078090.752现浇箍筋圆钢。10内t1.4954700.28005848.88008744.083现浇构件镶纹钢0 25内t0.4564469.92004908.52001128.29四模板工程1垫层模板制安m2/20.754931.5349/2根基模板制安m231.5030.211255.781

16、21757.113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345879.91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）土方工程1人工挖基坑土方m352.1115.648042.66602223.33混凝土工程1C15商品混凝土m313.65310.04231.502混凝土垫层浇捣m313.5164.758

17、0165.45802235.343C25, S6商品混凝土m49.14340.016707.604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m38.933

18、40.03036.2012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钢筋工程1现浇构件圆钢。10内t2.7434498.20005367.800014723.882现浇箍筋圆钢010内t1.0064700.28005848.88005883.973现浇构件镶纹钢。25内t33.664469.92004908.5200165220.78四模板工程1垫层模板制安m229.7820.754931.5349939.112根基模板制安m2

19、23.0330.211255.78121284.643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m235.1332.492463.342414893.70五脚手架工程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8、鼓风造浪池工程预算明细表工程直接费工程序号分

20、局部项名称单位工程量定额基价（元）预算单价（元）金额（元）土方工程1人工挖基坑土方m345.4415.648042.66601938.74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

21、浇捣m331.8875.3200188.22006000.459C25, S6商品混凝土m2.29340.0778.6010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m21.7756.5740134.37402925.32*钢筋工程1现浇构件圆钢。10内t1.2484498.20005367.80006699.012现浇箍筋圆钢010内t0.51747

22、00.28005848.88003023.873现浇构件镶纹钢0 25内t12.034469.92004908.520059049.50四模板工程1垫层模板制安m26.5820.754931.5349207.502根基模板制安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m224

23、7.689.809616.16964004.89六垂直运输工程1垂直运输m2136.1614.284514.28451944.98工程直接费小计279604.99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）土方工程1人工挖基坑土方m31375.315.648042.666058678.55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

24、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m/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/*钢筋工程1现浇构件圆钢010内t

25、141.874498.20005367.8000761529.792现浇箍筋圆钢010内t/4700.28005848.8800/3现浇构件镶纹钢0 25内t4.8984469.92004908.520024041.934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根基模板制安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

26、.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以上9项预算合计: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）*土方工程1人工挖基坑土方m344.9815.648042.66601919.12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m334.5851.2690107.569037

27、19.745C30, 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m313.4856.574013

28、4.37401811.36*钢筋工程1现浇构件圆钢。10内t1.1694498.20005367.80006274.962现浇箍筋圆钢010内t0.2384700.28005848.88001392.033现浇构件镶纹钢0 25内t16.5744469.92004908.520081353.81四模板工程1垫层模板制安m26.5820.754931.5349207.502根基模板制安m15.8830.211255.7812885.813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

29、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直接费:3810690.19元;其他1文明施工费项1直接费X10. 5%400122.462材料检验试验费项1直接费X0. 3%11432.073预算包干费项1直接费义08%30485.524不安全作业意外伤害险 费项1直接费义05%19053.455防洪工程维护费项1直接费X0.3%11432.076利润项1人工费X 28%320097.97小计792623.54合计不含税造价：4603313.73兀人民币大写：肆佰陆拾零万叁仟叁佰壹拾叁元整