沈阳市污水处理厂概预算清单

1、.技术措施项目清单综合单价分析表1工程名称:初沉池序号项目编码项目名称单位数量人工费材料费机械费企管费利润风险费综合单价(元)合价(元)企管费率利润率风险费率措施分部10101001环境保护项11107.291107.29(1)20108169人工装卸汽车运垃圾 运距3km以内m340.0912.450.0013.840.790.540.0027.621107.293%2%20102001混凝土、钢筋混凝土模板及支架项192665.6392665.63(1)10103122砖胎模m314.1845.90220.990.467.885.500.00280.733980.7517%2%(2)101

2、09212钢管支撑胶合板模板 垫层m215.4617.4813.040.541.980.660.0033.752111%2%(3)10109215钢管支撑胶合板模板 独立基础m2914.1116.560.691.630.660.0033.65302.8511%2%(4)10109227钢管支撑胶合板模板 直形墙m22411.7712.5716.550.811.470.630.0032.0377248.9911%2%(5)10109235钢管支撑胶合板模板（扣件式钢管支撑）有梁板m2200.2814.5618.581.031.710.720.0036.67330.2511%2%(6)101092

3、39钢管支撑胶合板模板（扣件式钢管支撑）直形楼梯、板式m215.8438.5343.631.464.401.760.0089.781422.1211%2%(7)10109259钢管支撑胶合板模板（扣件式钢管支撑）模板支撑高度超过3.6m 每增加1m 柱、墙m2438.50.720.000.000.080.020.000.82359.5711%2%(8)10109260钢管支撑胶合板模板（扣件式钢管支撑）模板支撑高度超过3.6m 每增加1m 梁、板m2200.281.553.192.190.410.150.007.491500.111%2%30103001脚手架项147338.4647338.4

4、6(1)10110047外墙扣件式钢管脚手架(单排) 建筑物高度15m内m21887.562.7510.110.380.340.270.0013.8526142.7111%2%(2)10110048外墙扣件式钢管脚手架(双排) 建筑物高度30m内m2517.414.6820.310.580.580.520.0026.6713799.3211%2%(3)10110015里脚手架m21887.561.091.030.340.160.050.002.675039.7911%2%(4)10110016满堂基础脚手架m2859.180.451.150.070.060.030.001.761512.161

5、1%2%(5)20107001满堂脚手架 基本层3.6mm2132.783.172.490.210.370.120.006.36844.4811%2%40104001垂直运输机械1)10111017施工电梯使用费 建筑檐高20m以内部.天1000.000.00479.7519.199.980.00508.92508924%2%50105001大型机械设备进出场及安拆项116999.1216999.12(1)10112073施工电梯进出场费 建筑檐高75m以内台次1720.0071.885989.19201.28139.650.00712271223%2%(2)1011

6、2083施工电梯安装、拆卸费 建筑檐高75m以内台次13110.4040.703738.34205.46141.900.007236.87236.83%2%(3)10112001进出场费 履带式单斗挖掘机 1m3以内台次1575.9493.071846.8672.6851.770.002640.322640.323%2%60106001大型机械设备基础项14852.624852.62(1)10112088施工电梯固定式基础（平台式）座1791.763873.4966.4725.7595.150.004852.624852.623%2%70109001大型机械设备检测项115301530(1)B

7、-11施工电梯检测费项10.001500.000.000.0030.000.001530153020%2%分部小计775365130326.896840.6512048.3563260.10.0031000003100000技术措施项目清单合计775365130326.896840.6512048.3563260.10.0031000003100000技术措施项目清单综合单价分析表2工程名称：接触池、回用水泵房及加药间、土建单位工程序号项目编码项目名称单位数量人工费材料费机械费企管费利润风险费综合单价(元)合价(元)企管费率利润率风险费率措施分10101007环境保护项1293.05293.0

8、5(1)20108169人工装卸汽车运垃圾 运距3km以内m310.6112.450.0013.840.790.540.0027.62293.053%2%20102007混凝土、钢筋混凝土模板及支架项132357.4232357.42(1)10109224钢管支撑胶合板模板 矩形柱m2132.614.2819.470.551.630.720.0036.654859.7911%2%(2)10109224钢管支撑胶合板模板 构造柱m280.3914.2819.470.551.630.720.0036.652946.2911%2%(3)10109231钢管支撑胶合板模板（扣件式钢管支撑）单梁、连续梁

9、m275.0115.7224.591.491.890.870.0044.563342.4511%2%(4)10109234钢管支撑胶合板模板（扣件式钢管支撑）过梁m233.2320.0917.670.632.280.810.0041.481378.3811%2%(5)10109235钢管支撑胶合板模板（扣件式钢管支撑）有梁板m2301.0114.5618.581.031.710.720.0036.611016.9711%2%(6)10109243钢管支撑胶合板模板（扣件式钢管支撑）雨蓬m210.5627.7421.311.613.231.080.0054.97580.4811%2%(7)101

10、09244钢管支撑胶合板模板（扣件式钢管支撑）天沟、挑檐m2103.6820.5221.200.772.340.900.0045.734741.2911%2%(8)10109245钢管支撑胶合板模板（扣件式钢管支撑）压顶m27.6814.9618.470.361.690.710.0036.19277.9411%2%(9)10109246钢管支撑胶合板模板（扣件式钢管支撑）栏板m294.5816.1814.600.681.850.670.0033.983213.8311%2%30103007脚手架项114852.9514852.95(1)10110047外墙扣件式钢管脚手架(单排) 建筑物高度1

11、5m内m2319.32.7510.110.380.340.270.0013.854422.3111%2%(2)10110048外墙扣件式钢管脚手架(双排) 建筑物高度30m内m2391.14.6820.310.580.580.520.0026.6710430.6411%2%40104001垂直运输机械1)10111017施工电梯使用费 建筑檐高20m以内部.天1000.000.00479.7519.199.980.00508.92508924%2%50105001大型机械设备进出场及安拆项116999.1216999.12(1)10112073施工电梯进出场费 建筑檐

12、高75m以内台次1720.0071.885989.19201.28139.650.00712271223%2%(2)10112083施工电梯安装、拆卸费 建筑檐高75m以内台次13110.4040.703738.34205.46141.900.007236.87236.83%2%(3)10112001进出场费 履带式单斗挖掘机 1m3以内台次1575.9493.071846.8672.6851.770.002640.322640.323%2%60106001大型机械设备基础项14852.624852.62(1)10112088施工电梯固定式基础（平台式）座1791.763873.4966.47

13、25.7595.150.004852.624852.623%2%70109001大型机械设备检测项115301530(1)B-11施工电梯检测费项10.001500.000.000.0030.000.001530153020%2%分部小计613752.1528676.9708346.463120.653875.70.007800021.7技术措施项目清单合计613752.1528676.9708346.463120.653875.70.007800021.7技术措施项目清单综合单价分析表3工程名称:二沉池土建单位工程序号项目编码项目名称单位数量人工费材料费机械费企管费利润风险费综合单价(元)合

14、价(元)企管费率利润率风险费率措施分部10101001环境保护项1920.37920.37(1)20108169人工装卸汽车运垃圾 运距3km以内m333.322512.450.0013.840.790.540.0027.62920.373%2%20102001混凝土、钢筋混凝土模板及支架项184121.6284121.62(1)10103122砖胎模m343.521645.90220.990.467.885.500.00280.7312217.8217%2%(2)10109212钢管支撑胶合板模板 垫层m273.1517.4813.040.541.980.660.0033.72465.161

15、1%2%(3)10109224钢管支撑胶合板模板 矩形柱m2914.2819.470.551.630.720.0036.65329.8511%2%(4)10109227钢管支撑胶合板模板 直形墙m21788.0112.5716.550.811.470.630.0032.0357269.9611%2%(5)10109238钢管支撑胶合板模板（扣件式钢管支撑）平板m2197.0512.8113.740.811.500.580.0029.445801.1511%2%(6)10109250钢管支撑胶合板模板（扣件式钢管支撑）后浇带 基础m234.410.8821.280.221.220.670.003

16、4.271178.8911%2%(7)10109251钢管支撑胶合板模板（扣件式钢管支撑）后浇带 柱、墙m2889.6924.460.661.140.720.0036.673226.9611%2%(8)10109259钢管支撑胶合板模板（扣件式钢管支撑）模板支撑高度超过3.6m 每增加1m 柱、墙m2190.160.720.000.000.080.020.000.82155.9311%2%(9)10109260钢管支撑胶合板模板（扣件式钢管支撑）模板支撑高度超过3.6m 每增加1m 梁、板m2197.051.553.192.190.410.150.007.491475.911%2%301030

17、01脚手架项153179.7953179.79(1)10110047外墙扣件式钢管脚手架(单排) 建筑物高度15m内m2757.042.7510.110.380.340.270.0013.851048511%2%(2)10110051外墙扣件式钢管脚手架(双排) 建筑物高度90m内m2563.549.7858.660.581.141.400.0071.5640326.9211%2%(3)10110016满堂基础脚手架m2633.310.451.150.070.060.030.001.761114.6311%2%(4)20107001满堂脚手架 基本层3.6mm2197.053.172.490.

18、210.370.120.006.361253.2411%2%40104001垂直运输机械1)10111017施工电梯使用费 建筑檐高20m以内部.天1000.000.00479.7519.199.980.00508.92508924%2%50105001大型机械设备进出场及安拆项116999.1216999.12(1)10112073施工电梯进出场费 建筑檐高75m以内台次1720.0071.885989.19201.28139.650.00712271223%2%(2)10112083施工电梯安装、拆卸费 建筑檐高75m以内台次13110.4040.703738.3

19、4205.46141.900.007236.87236.83%2%(3)10112001进出场费 履带式单斗挖掘机 1m3以内台次1575.9493.071846.8672.6851.770.002640.322640.323%2%60106001大型机械设备基础项14852.624852.62(1)10112088施工电梯固定式基础（平台式）座1791.763873.4966.4725.7595.150.004852.624852.623%2%70109001大型机械设备检测项115301530(1)B-11施工电梯检测费项10.001500.000.000.0030.000.0015301

20、53020%2%分部小计44189.5594068.1062946.847125.934165.110.002924951.52技术措施项目清单合计44189.5594068.1062946.847125.934165.110.002124951.52分部分项工程量清单综合单价分析表4工程名称:污泥脱水机房_土建单位工程序号项目编码项目名称单位数量人工费材料费机械费企管费利润风险费综合单价(元)合价(元)企管费率利润率风险费率土（石）方工程1010101001006平整场地 1.土壤类别:三类土m2368.111.83673.64(1)10101001平整场地 人工m2368.111.740.

21、000.000.050.040.001.83673.643%2%2010101003016挖基础土方 1.土壤类别:三类土 2.基础类型:独立基础 3.挖土深度:2m以内 4.弃土运距:3kmm3232.0128.176535.72(1)10101026换1人工配合机械挖基坑土方 三类土 深度(2m以内)m357.422.830.000.000.680.470.0023.981376.453%2%(2)10101056挖掘机挖土 反铲挖掘机 斗容量0.6m3 不装车 三类土m3376.990.210.002.170.070.050.002.5942.483%2%(3)10101108换1装载机

22、装运土方 斗容量1m3以内 运距(100m以内)m3434.390.210.005.690.180.120.006.22693.223%2%(4)10101059挖掘机挖土 反铲挖掘机 斗容量0.6m3 装车 三类土m3139.610.210.002.790.090.060.003.15439.773%2%(5)10101182换1自卸汽车运土 载重8t 运距(3km以内)m3139.610.000.037.370.220.150.007.771084.773%2%3010101003017挖基础土方 1.土壤类别:三类土 2.基础类型:地梁 3.挖土深度:2m以内m3142.4810.491

23、494.62(1)10101014换1人工配合机械挖沟、槽土方 三类土 深度(2m以内)m314.24819.390.000.000.580.400.0020.37290.233%2%(2)10101056挖掘机挖土 反铲挖掘机 斗容量0.6m3 不装车 三类土m3128.2320.210.002.170.070.050.002.5320.583%2%(3)10101108换1装载机装运土方 斗容量1m3以内 运距(100m以内)m3142.480.210.005.690.180.120.006.2883.383%2%4010103001006土(石)方回填 1.土质要求:密实状态m3234.

24、8836.458561.38(1)10101210人工填土夯实 槽、坑m3576.878.180.040.000.250.170.008.644984.163%2%(2)10101108换1装载机装运土方 斗容量1m3以内 运距(100m以内)m3576.870.210.005.690.180.120.006.23576.590.030.02分部合计7323.7227.269079.55496.24338.500.0017265.36砌筑工程1010304001011空心砖墙、砌块墙 1.240厚混凝土普通砖m330.64390.4511963.39(1)10103001240厚混凝土普通砖m

25、330.6446.39219.930.497.975.500.00280.288587.7817%2%(2)20101023防水砂浆找平层 在混凝土或硬基层面上20mmm2255.3333335.846.430.040.650.260.0013.223375.5111%2%2010304001012空心砖墙、砌块墙 1.加气混凝土砌块 200厚以内 现拌砂浆m3156.67267.8441962.49(1)10103297加气混凝土砌块 200厚以内 现拌砂浆m3156.6749.79204.150.168.495.250.00267.8441962.490.170.02分部合计10713.1

26、440364.6350.291740.301057.430.0053925.88混凝土及钢筋混凝土工程1010401001006带形基础 1.混凝土强度等级:C20 2.混凝土拌和料要求:泵送商品混凝土m323.023407826.8(1)10104116碎石 C20泵送商品混凝土 带形基础 混凝土m323.0213.68316.280.532.846.670.003407826.820%2%2010401002006独立基础 1.混凝土强度等级:C30 2.混凝土拌和料要求:泵送商品混凝土m361.49390.323999.55(1)10104118换2碎石 C30泵送商品混凝土 独立基础

27、混凝土m361.4917.78360.680.533.667.650.00390.323999.5520%2%3010401006006垫层 1.混凝土强度等级:C15 2.混凝土拌和料要求:非泵送商品混凝土m316.57333.965533.72(1)10104079换5碎石 C15非泵送商品混凝土 垫层m316.5746.51270.870.619.426.550.00333.965533.7220%2%4010402001029矩形柱 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m375.17413.6931097.08(1)10104126换5碎石 C25泵送商品混

28、凝土 柱m375.1755.63337.730.9111.318.110.00413.6931097.0820%2%5010403001007基础梁 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m37.89365.552884.19(1)10104127换1碎石 C25泵送商品混凝土 基础梁m37.8915.50338.750.863.277.170.00365.552884.1920%2%6010403002005矩形梁 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m324.95384.69595.77(1)10104128换5碎石 C25泵送商品混凝

29、土 梁m324.9531.01338.820.866.377.540.00384.69595.7720%2%7010403004006圈梁 1.混凝土强度等级:C20 2.混凝土拌和料要求:非泵送商品混凝土m38.05385.673104.64(1)10104094碎石 C20非泵送商品混凝土 圈梁m38.0577.52284.130.8015.667.560.00385.673104.6420%2%8010403005004过梁 1.混凝土强度等级:C20 2.混凝土拌和料要求:非泵送商品混凝土m30.7396.67277.67(1)10104095碎石 C20非泵送商品混凝土 过梁m30.

30、786.64284.130.6617.467.780.00396.67277.6720%2%9010404001029直形墙 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m318.04392.687083.95(1)10104132换7碎石 C25泵送商品混凝土 墙 100mm以外m318.0438.76337.410.887.937.700.00392.687083.9520%2%10010405001012有梁板 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m386.22358.7530931.43(1)10104134换1碎石 C25泵送商品混凝土

31、 有梁板m386.229.12339.670.922.017.030.00358.7530931.4320%2%11010405003012平板 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m36.43360.962320.97(1)10104135换1碎石 C25泵送商品混凝土 平板、无梁板m36.4310.49340.190.922.287.080.00360.962320.9720%2%12010405006006栏板 1.混凝土强度等级:C20 2.混凝土拌和料要求:非泵送商品混凝土m316.54392.76495.26(1)10104101碎石 C20非泵送商品混

32、凝土 栏板m316.5472.79296.001.3814.837.700.00392.76495.2620%2%13010405008006雨篷 1.混凝土强度等级:C20 2.混凝土拌和料要求:泵送商品混凝土m32.37387.43918.21(1)10104138碎石 C25泵送商品混凝土 雨篷m32.3749.36318.841.4610.177.600.00387.43918.2120%2%14010405007012线条 1.混凝土强度等级:C25 2.混凝土拌和料要求:泵送商品混凝土m313.25433.565744.67(1)10104137换2碎石 C25泵送商品混凝土 挑檐

33、、天沟m313.2568.40341.321.3813.968.500.00433.565744.6720%2%15010416001011现浇混凝土钢筋t63.8745537.53353704.19(1)10104326普通钢筋制作安装 一级钢 10以内t24.354682.774874.5735.87143.73114.740.005851.68142511.8120%2%(2)10104326换1普通钢筋制作安装 二级钢 10以内t0.741682.774831.7335.87143.73113.880.005807.984303.7120%2%(3)10104328普通钢筋制作安装 二

34、级钢 20以内t20.121324.674763.9428.9670.73103.770.005292.07106481.7420%2%(4)10104329普通钢筋制作安装 二级钢 20以外t18.658206.254765.1315.6344.38100.630.005132.0295753.2320%2%(5)10104368电渣压力焊接个8940.301.480.820.230.060.002.892583.6620%2%(6)10104338钢筋笼及铁件 预埋铁件安装t0.246491113.246476.64277.88278.22162.920.008308.92048.0620

35、%2%(7)10104340主筋焊接 螺纹钢筋 16个70.910.621.130.410.060.003.1321.9120%2%16010407002008散水 900宽散水 （一层室外散水） 参见02J003 3/5 1、20厚1:2.5水泥砂浆压实赶光 2、素水泥浆一道(内掺建筑胶) 3、60厚C15混凝土 4、150厚粒径532卵石灌M2.5混合砂浆(或150厚3:7灰土) 5、素土夯实.向外坡35% 6、沥青胶泥嵌缝m257.9761.773580.81(1)20101030楼地面 水泥砂浆 20mmm257.976.767.300.040.750.300.0015.15878.2

36、511%2%(2)10104079换5碎石 C15非泵送商品混凝土 垫层m33.478246.51270.870.619.426.550.00333.961161.5820%2%(3)20101008换1垫层 卵石 灌浆m38.695535.8278.540.934.042.390.00121.721058.4211%2%(4)10101201人工原土夯实 平地m257.970.450.000.000.010.010.000.4727.253%2%(5)10107199换1沥青胶泥灌缝m64.4111113.013.410.000.510.140.007.07455.3917%2%170104

37、07002009坡道 （一层室外坡道） 参见02J003 8/31 1、20厚1:2水泥砂浆抹面,作出60宽7深面层 2、素水泥浆结合层一道 3、60厚C15混凝土 4、300厚卵石灌M2.5混合砂浆 5、素土夯实m252.25115.826051.6(1)20101043坡道锯齿形防滑面层 钢屑水泥砂浆m252.258.4448.230.050.931.150.0058.83072.311%2%(2)10104079换5碎石 C15非泵送商品混凝土 垫层m33.13546.51270.870.619.426.550.00333.961046.9620%2%(3)20101008换1垫层 卵石

38、 灌浆m315.67535.8278.540.934.042.390.00121.721907.9611%2%(4)10101201人工原土夯实 平地m252.250.450.000.000.010.010.000.4724.560.030.02分部合计42042.37437532.232919.748827.029829.310.00501150.51屋面及防水工程1010702001009屋面卷材防水 红色波纹彩瓦坡屋面 屋面（坡屋面） 参见00J202-1 W3/8 B1-40 1、红色波纹彩瓦 2、1:3水拐砂浆卧瓦层最薄处20 (配6500x500钢筋网) 3、1:3水泥砂浆找平层2

39、0 4、隔热层采用挤塑聚苯乙烯泡沫塑料板40厚 5、3厚APP改性沥青防水卷材 6、 1:3水泥砂浆找平层15 7、钢筋混凝土屋面板m2131.33189.1524841.07(1)10107023普通建筑瓦屋面 屋面、檐口 铺贴红色波形瓦m2131.3325.5840.850.024.351.420.0072.229484.6517%2%(2)10107024普通建筑瓦屋面 屋面、檐口 铺贴小波瓦滴水线m97.83.866.360.020.660.220.0011.121087.5417%2%(3)10107025普通建筑瓦屋面 屋面、檐口 铺贴小波瓦压顶m85.73.8614.150.04

40、0.660.370.0019.081635.1617%2%(4)10104325普通钢筋制作安装 冷拔低碳钢筋5以内t0.1166211859.714454.2731.00378.14134.460.006857.58799.7420%2%(5)20101015水泥砂浆找平层 在填充保温材料上 20mmm2131.335.466.290.050.610.250.0012.661662.6411%2%(6)10108195换140厚屋面挤塑板m2131.331.3734.640.000.230.720.0036.964853.9617%2%(7)10107174换13厚APP改性沥青防水卷材m2

41、131.333.1626.650.000.540.610.0030.964065.9817%2%(8)20101016换1水泥砂浆找平层 在混凝土或硬基层面上 15mmm2131.334.374.460.030.480.190.009.531251.5711%2%2010702001010屋面卷材防水 倒置式屋面 （平屋面） 参见99J201-1 W13D/ 11 B7-30 1、水泥砂浆保护层25 2、隔热层采用挤塑聚苯乙烯泡沫塑料板30厚 3、防水卷材采用3厚APP改性沥青防水卷材. 防水涂膜采用2厚聚氨酯防水涂膜，基层处理剂 4、1:3水泥砂浆找平层20 5、找坡层最薄处30 6、钢筋混凝土屋面板m2355.36135.4748140.62(1)20101030换1楼地面 水泥砂浆 25mmm2355.366.768.770.040.750.330.0016.655916.7411%2%(2)10108195换230厚屋面挤塑板m2355.361.3726.480.000.230.560.0028.6410177.5117%2%(3)10107174换13厚APP改性沥青防水卷材m23