杭州污水处理厂初步设计概算书全套

总概算表序号项目名称计算公式费用一建安工程费用1120117221建安工程费用[1.1]+[11.2]1120117221.1土建工程费用64975611.2安装工程费用4703611二工程建设其他费用用[2]+……[112]59635552建设管理费[2.1]+…[[2.4]5690202.1建设单位管理费[1]*1.2%%1344142.2建设管理其他费[1]*1.2%%1344142.3工程监理费[1]*2.5%%2800292.4工程质量监督费[1]*0.188%201623建设用地费27.4亩*155万/亩41100004可行性研究费1500005勘察设计费6000006环境影响评价费1000007劳动安全卫生评价价费85008场地准备及临时设设施费[1]*1%1120129工程保险费4000010联合试运转费[1]*1%11201211市政公用设施费5000012生产准备及开办费费[1]*1%112012三工程预备费510000四工程总概算[一]+[二]+[三三]176747277建筑工程费用表工程名称：**镇镇污水处理厂厂土建工程序号费用名称费用计算表达式金额1直接工程费[合价(直)]52338461.1其中人工费[人工费(直)]5536951.2其中机械费[机械费(直)]2923502施工技术措施费[合价(技措)]2454822.1其中人工费[人工费(技措)]]853792.2其中机械费[机械费(技措)]]405903施工组织措施费[3.1]+[33.2]+[[3.3]++[3.4]]+[3.55]612373.1环境保护费([1.1]+[11.2]+[[2.1]++[2.2]])*0.11%9723.2文明施工费([1.1]+[11.2]+[[2.1]++[2.2]])*0.55%48603.3安全施工费([1.1]+[11.2]+[[2.1]++[2.2]])*0.33%29163.4临时设施费([1.1]+[11.2]+[[2.1]++[2.2]])*4.55%437413.5材料二次搬运费([1.1]+[11.2]+[[2.1]++[2.2]])*0.99%87484综合费用[4.1]+[44.2]4762874.1企业管理费([1.1]+[11.2]+[[2.1]++[2.2]])*29%%2818844.2利润([1.1]+[11.2]+[[2.1]++[2.2]])*20%%1944035规费([1]+[2]++[3]+[[4])*44.39%2641406税金([1]+[2]++[3]+[[4]+[55])*3..448%2165697建筑工程造价[1]+[2]++[3]+[[4]+[55]+[6]]64975618建筑工程费用[7]6497561建筑工程预算书工程名称：**镇镇污水处理厂厂土建工程序号编号名称单位数量单价合价01提升泵房11-33换挖掘机一般开挖三类土m33094.09223.57211052.121-24人工就地回填土夯实m32540.25774.4711354.95531-69换自卸汽车运土10km内m3553.84631.76917595.13344-160换C25/P8现浇浇现拌砼水（油油）池池底浇浇捣m3108.972270.64629492.84454-125换C15现浇现拌砼砼基础垫层浇浇捣m323.047192.3664433.4664-1现浇砼基础垫层模模板m216.26518.788305.5974-96水池平底复合木木模m278.87231.9292518.384-99矩形水池壁复复合木模m2798.818.51614790.58894-161换C25/P8现浇浇现拌砼水（油油）池池壁浇浇捣m3176.483269.63547585.999104-131C20现浇现拌砼砼独立柱浇捣捣m33.164232.582735.89114-22换现浇砼矩形柱复复合木模柱支超高1mmm221.66522.264482.35124-16现浇砼设备基础复合木模单体5m3内m22.20320.40244.95134-127C20现浇现拌砼砼基础浇捣m3204.764144-102水池无梁盖复合木木模m282.25323.4221926.53154-162换C25/P8现浇浇现拌砼水（油油）池池盖浇浇捣m316.448279.4974597.171611-7换混凝土墙面水泥砂砂浆抹灰m21180.958821.46525349.266177-43屋面改性沥青卷材材防水层m2324.10822.2167200.38187-77平、立面刷冷底子子油第一遍m2324.1082.687870.88197-78平、立面刷冷底子子油第二遍m2324.1081.762571.082011-7换混凝土墙面水泥砂砂浆抹灰m2324.10821.4656956.98219-104地沟铸铁盖板厚厚20mm内m28.899290.8222588.02224-410预埋铁件t0.37472.892241.87236-53踏步式钢梯制作t36230.1318690.399246-56钢梯安装t3479.8611439.58256-54爬式钢梯制作t0.156052.3988907.86266-56钢梯安装t0.15479.86171.982714-145其他金属面氟碳漆漆二遍t3.151091.18113437.222810-134不锈钢栏杆m45.619355.73716228.377294-393现浇构件圆钢t23.7884313.2422102603.44304-394现浇构件螺纹钢钢t25.0583861.168896753.1553117-33换贮仓垂直运输m3328.3423.1191024.1小计433850.33502沉砂池321-2人工综合挖三类土土深3m内m376.2720.4871562.54331-69换自卸汽车运土10km内m365.4731.7692079.92344-160换C25/P8现浇浇现拌砼水（油油）池池底浇浇捣m35.854270.6461584.36354-125换C15现浇现拌砼砼基础垫层浇浇捣m32.441192.366469.57364-1现浇砼基础垫层模模板m225.26118.788474.6374-96水池平底复合木木模m210.04431.929320.69384-126C20现浇现拌毛毛石砼基础浇浇捣m36.642186.1361236.32394-99矩形水池壁复复合木模m2426.12518.5167890.13404-161换C25/P8现浇浇现拌砼水（油油）池池壁浇浇捣m356.603269.63515262.155414-102水池无梁盖复合木木模m255.63123.4221302.99424-162换C25/P8现浇浇现拌砼水（油油）池池盖浇浇捣m311.124279.4973109.124311-7换混凝土墙面水泥砂砂浆抹灰m2446.76421.4659589.79447-43屋面改性沥青卷材材防水层m217.62622.216391.58457-77平、立面刷冷底子子油第一遍m217.6262.68747.36467-78平、立面刷冷底子子油第二遍m217.6261.76231.064711-7换混凝土墙面水泥砂砂浆抹灰m217.62621.465378.34489-104地沟铸铁盖板厚厚20mm内m26.826290.8221985.15494-410预埋铁件t0.17472.89747.29506-53踏步式钢梯制作t2.56230.1315575.333516-56钢梯安装t2.5479.8611199.65526-54爬式钢梯制作t0.26052.39881210.48536-56钢梯安装t0.2479.86195.975414-145其他金属面氟碳漆漆二遍t2.71091.18112946.195510-134不锈钢栏杆m54.529355.73719397.988564-393现浇构件圆钢t5.3754313.242223183.688574-394现浇构件螺纹钢钢t5.6623861.168821861.9335817-33换贮仓垂直运输m376.0213.119237.11小计134171.22803生化池591-33换挖掘机一般开挖三类土m33841.46773.57213721.722601-24人工就地回填土夯实m3973.7494.474352.66611-69换自卸汽车运土10km内m32769.018831.76987968.933624-160换C25/P8现浇浇现拌砼水（油油）池池底浇浇捣m3500.535270.646135467.88634-125换C15现浇现拌砼砼基础垫层浇浇捣m384.641192.36616282.055644-1现浇砼基础垫层模模板m212.20118.788229.23654-96水池平底复合木木模m272.70231.9292321.3664-99矩形水池壁复复合木模m22996.0718.51655475.233674-161换C25/P8现浇浇现拌砼水（油油）池池壁浇浇捣m3541.37269.635145972.33684-102水池无梁盖复合木木模m2221.73923.4225193.57694-162换C25/P8现浇浇现拌砼水（油油）池池盖浇浇捣m331.448279.4978789.62704-99矩形水池壁复复合木模m285.6818.5161586.45714-161换C25/P8现浇浇现拌砼水（油油）池池壁浇浇捣m38.568269.6352310.23724-106贮水（油）池沉淀淀池水槽模板m240.5242.4271719.14734-164换C25/P8现浇浇现拌砼沉淀淀池、水槽、壁壁基梁浇捣m33.612275.589995.437411-7换混凝土墙面水泥砂砂浆抹灰m24023.191121.46586357.799757-43屋面改性沥青卷材材防水层m2641.02522.21614241.011767-77平、立面刷冷底子子油第一遍m2641.0252.6871722.43777-78平、立面刷冷底子子油第二遍m2641.0251.7621129.497811-7换混凝土墙面水泥砂砂浆抹灰m2641.02521.46513759.6794-410预埋铁件t0.27472.891494.58806-53踏步式钢梯制作t26230.1312460.266816-56钢梯安装t2479.861959.728214-145其他金属面氟碳漆漆二遍t21091.18112182.368310-134不锈钢栏杆m289.548355.737103002.994844-393现浇构件圆钢t79.2984313.2422342031.446854-394现浇构件螺纹钢钢t83.5323861.1688322531.0098617-33换贮仓垂直运输m31170.123.1193649.6小计1387907..9904污泥泵房871-2人工综合挖三类土土深3m内m385.73320.4871756.41881-69换自卸汽车运土10km内m34.88331.769155.13894-160换C25/P8现浇浇现拌砼水（油油）池池底浇浇捣m34.62270.6461250.38904-96水池平底复合木木模m23.94831.929126.06914-99矩形水池壁复复合木模m2132.318.5162449.67924-161换C25/P8现浇浇现拌砼水（油油）池池壁浇浇捣m313.23269.6353567.27934-102水池无梁盖复合木木模m213.88123.422325.12944-162换C25/P8现浇浇现拌砼水（油油）池池盖浇浇捣m32.772279.497774.779511-7换混凝土墙面水泥砂砂浆抹灰m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.6938.16342-439小型交流异步电机机检查接线13kkW以下台1211.5838.6223.9711.892.76138.96463.47287.66142.7333.08352-440小型交流异步电机机检查接线30kkW以下台222.7057.6837.5416.363.7845.40115.3575.0932.717.55362-441小型交流异步电机机检查接线1000kW以下台257.9084.7959.9021.113.78115.80169.57119.8142.217.55372-说明脚手架搭拆费,人人工费的4%,其中工资占25%,材料75%元1482.47120.62361.85482.47120.62361.85小计286494.66927669.76614130.0229150.964388.78静置设备与工艺金金属结构制作作安装工程38市6-1256进水闸门座113000.000516.70291.6992.27132.7413000.000516.70291.6992.27132.7439市6-1110粗格栅除污机台178000.0002349.791596.82275.79477.1878000.0002349.791596.82275.79477.184010-93液位差计台121000.000180.42134.6825.1220.6221000.000180.42134.6825.1220.6241市6-1225螺旋压榨机台232000.0002774.602220.50416.68137.4264000.0005549.204441.01833.35274.84421-798污水提升泵台2106000.002465.511394.02492.13579.36212000.0004931.022788.03984.261158.734310-84液位差计台214000.000308.03218.1429.0160.