单项工程费汇总表.doc

单项工程费汇总表序号单位工程名称金额1武汉市东西湖区人民法院审判庭大楼土建工程10664262武汉市东西湖区人民法院审判庭大楼 电施449903武汉市东西湖区人民法院审判庭大楼给排水工程48254武汉市东西湖区人民法院附属办公楼土建工程2873805武汉市东西湖区人民法院 附属办公楼电施138936武汉市东西湖区人民法院门楼、围墙、道路工程218314合计1635828单位工程费汇总表序号项目名称计费基础金额（元）一分部分项工程量清单计价合计一般项目855850.65二措施项目清单计价合计施工技术措施费+施工组织措施费93209.55三其他项目清单计价合计其他项目0.00四人工费人工费188075.59五深基坑支护费0.00六规费1+2+3+4+547453.011养老保险统筹基金(一+二+三)*2.91%27617.652待业保险基金(一+二+三)*0.42%3986.053医疗保险费(一+二+三)*1.50%14235.904定额测定费(一+二+三)*0.13%1233.785工程排污费(一+二+三)*0.04%379.62七安全防护费(12层以下)(一+二+三+五+六)*2%19930.26八文明施工与环境保护费(12层以下)(一+二+三+五+六)*1%9965.13九工程意外伤害保险费(一+二+三+五+六+七+八)*0.05%513.20十建设施工安全技术服务费(一+二+三+五+六+七+八)*0.15%1539.61十一税金(一+二+三+五+六+七+八+九+十) *3.6914%37964.62十二合计一+二+三+五+六+七+八+九+十+十一1066426.04分部分项工程量清单计价表金 额（元）序号项目编码项目名称计量单位工程数量综合单价合价土石方工程0.0.009744.891010101001001平整场地M2358.22.209791.352010101003001挖地坑土方土壤类别:二类土；挖土深度:2M内；M349.364.2633168.163010101003002挖地槽土方土壤类别:二类土；挖土深度:2M内；M329.946.6211393.964010103001001人工回填土(夯实)M3176.324.9094391.42桩与地基基础工程0.0.0099655.115010201003001人工挖孔桩ZH1(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根6.4367.56826205.416010201003002人工挖孔桩ZH2(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根6.5139.46530836.797010201003003人工挖孔桩ZH3(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根4.7128.86328515.458010201003004人工挖孔桩ZH4(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根2.3698.0427396.089010201003005人工挖孔桩ZH5(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根2.3350.6896701.38砌筑工程0.0.0075392.7310010301001001M10水泥砂浆MU10蒸压粉煤灰砖基础(20厚防水砂浆墙身防水层)M334.6274.7429506.0711010302006001卫生间污水池(做法详98ZJ512-29-7)个2.77.368154.7412010302006002M5水泥砂浆零星砌体MU10蒸压粉煤灰砖M35.8316.5911836.2313010304001001M5混合砂浆200厚加气砼墙(墙面钉钢板网加气砼表面处理)M3230.1273.10162840.5114010304001002M5混合砂浆100厚加气砼墙(墙面钉钢板网加气砼表面处理)M33.7285.1831055.18混凝土及钢筋混凝土工程0.0.00307365.2315010401005001C25商砼桩承台(100厚C10商砼垫层)M322.6406.3299183.0416010403001001C25商砼基础梁M319.343.5956528.3117010402002001C25商砼圆形柱M31.7384.307653.3218010402001001C25商砼矩形柱M330.1382.60611516.4519010405001001C25商砼有梁板M3121.344.27641657.4220010403006001C25商砼弧形梁M32.6384.354999.3221010405008001C25商砼雨蓬M30.5729.58316.8622010406001001C25商砼楼梯M244.392.7954110.8323010402001002C20商砼构造柱M38.4387.233252.7424010403002001C25商砼单梁M31.2355.264426.3225010407001001C20商砼压顶M35.1425.9832172.5226010403005001C20商砼过梁M31.2396.716476.0627010403005002C20商砼弧形过梁M31.5373.777560.6728010407002001无障碍坡道(做法详05ZJ301-9-4)垫层材料种类、厚度:300厚三七灰土垫层；M212.881.9351048.7729010407001002砼台阶水泥砂浆抹面(做法详98ZJ901-8-11)M213.798.921355.2030010407002002水泥砂浆散水(做法详98ZJ901-4-2)特征:B=800；M252.637.6131978.4331010416001001现浇混凝土钢筋圆钢6.5T1.216596.4257981.6732010416001002现浇混凝土钢筋圆钢8T6.56161.1540047.4833010416001003现浇混凝土钢筋圆钢10T4.665923.07627601.5434010416001004现浇混凝土钢筋圆钢12T5.236337.79633146.6735010416001005现浇混凝土钢筋螺纹钢12T0.576314.543599.2936010416001006现浇混凝土钢筋螺纹钢14T0.386161.7052341.4537010416001007现浇混凝土钢筋螺纹钢16T4.466115.40127274.6938010416001008现浇混凝土钢筋螺纹钢18T1.536066.6229281.9339010416001009现浇混凝土钢筋螺纹钢20T4.166035.22625106.5440010416001010现浇混凝土钢筋螺纹钢22T1.775984.42510592.4341010416001011现浇混凝土钢筋螺纹钢25T1.925949.90511423.8242010416001012砌体钢筋加固6.5T0.46388.772555.5143010416004001桩基钢筋笼T2.736767.46518475.1844010416001013电渣压力焊个384.5.212000.79金属结构工程0.0.00570.3945010606012001屋面钢抓梯(做法详98ZJ901-38)油漆品种、刷漆遍数:防锈漆一道,调合漆二道；T0.0688388.155570.39屋面及防水工程0.0.0058401.5446010702001001合成高分子卷材和涂膜防水屋面(做法详05ZJ001-屋5)M2240.4189.50645557.2247010702001002高聚物改性沥青卷材和涂膜防水屋面(做法详05ZJ001-屋13)M246.8226.82510615.3948010702004001100PVC落水管M40.854.632228.92防腐、隔热、保温工程0.0.0043345.7049010803003001胶粉聚苯颗粒外墙保温浆料30MM厚M2846.851.18843345.70楼地面工程0.0.0035017.9650020101001001水泥砂浆地面(做法详05ZJ001-地2)M2313.537.39211722.3551020101001002水泥砂浆卫生间地面(做法详05ZJ001-地50)M214.456.811818.0852020106003001水泥砂浆楼梯面(做法详05ZJ001-楼2)M244.328.031241.7453020101001003水泥砂浆楼面(做法详05ZJ001-楼2)M2335.514.2344775.6254020101001004水泥砂浆卫生间楼面(做法详05ZJ001-楼30)M214.230.371431.2755020107001001楼梯不锈钢扶手栏杆(做法详05ZJ401-28-14和12-W)M17.8356.7956350.9556020107001002不锈钢护窗栏杆(做法详05ZJ401-26-2B)M12.8331.4374242.3957020107001003无障碍坡道不锈钢扶手栏杆(做法详05ZJ301-8-7)M16.4331.4375435.56墙、柱面工程0.0.0097442.4558020201001001水泥砂浆内墙面(做法详05ZJ001-内墙7)M22082.613.18527459.2259020209001001卫生间塑料隔断(做法详98ZJ512-11-1)M29.75.167676.5060020209001002卫生间小便器塑料贴面胶合板隔断(做法详98ZJ512-18-2)M22.775.167202.9561020206001001花池大理石贴面零星项目M215.3114.4061750.4162020204001001干挂淡黄色大理石墙面(做法参02J121-1-H8)M2438.8136.44559871.9363020201001002混合砂浆外墙面(做法详05ZJ001-外墙28)M2408.11.7634799.3364020203001001水泥砂浆粉零星项目M232.36.6381172.4265020201001003水泥砂浆粉女儿墙内壁M2114.513.1851509.69天棚工程0.0.006808.0566020301001001混合砂浆粉天棚(做法详05ZJ001-顶3)M2710.79.5796808.05门窗工程0.0.0066713.1167020404005001全玻落地铝合金地弹簧门M1(3000*3600)樘1.2996.3842996.3868020401005001双扇无亮高级木门M2(1500*2100)油漆品种、刷漆遍数:一底二度磁漆；樘2.624.001248.0069020401005002单扇无亮高级木门M3(1000*2100)油漆品种、刷漆遍数:一底二度磁漆；樘25.624.0015600.0070020401005003无障碍专用门M4(1000*2100)油漆品种、刷漆遍数:一底二度磁漆；樘1.624.00624.0071020401005004夹板门下带百页M5(900*2100)油漆品种、刷漆遍数:一底二度磁漆；樘3.624.001872.0072020401005005双扇无亮高级木门M6(1200*2100)油漆品种、刷漆遍数:一底二度磁漆；樘1.624.00624.0073020406007001中空玻璃塑钢推拉窗C1-8M2132.2291.2038496.6474020406007002中空玻璃弧形塑钢推拉窗HC1(1500*1500)M218.291.7825252.08油漆、涂料、裱糊工程0.0.0012755.0675020507001001外墙涂料M2408.31.26212755.06其他工程0.0.0042638.4276020603001001单孔大理石洗脸台(做法详98ZJ513-20有沿式)个2.403.953807.9177020603006001残疾人卫生间洗手盆安全抓杆(做法详05ZJ301-42-1)副1.187.199187.2078020603006002残疾人卫生间垂直旋转抓杆(做法详05ZJ301-47-1)副1.207.999208.0079020604004001白色成品GRC穹顶套1.8320.008320.0080020604004002大白色GRC欧式装饰线条M160.641.606680.9681020604004003小白色GRC欧式装饰线条M57.631.201797.1182020604004004大门口GRC成品柱含柱帽M15.696.1141499.3883020604004005窗侧GRC成品柱含柱帽M234.76.18717827.6484020604004006白色GRC装饰色块个11.6.2468.6485020604004007外墙立面上装饰花瓶个168.31.205241.58合 计855850.65措施项目清单计价表序号项目名称计费基础金额（元）1.1临时设施(一般工程*0.3%+金属构件*0.3%+塑钢门窗*0.1%+机械土石方*1.5%)2812.0301.2夜间施工其他工程*0.1%937.3431.3混凝土、钢筋混凝土模板及支架65088.2191.4脚手架9117.5401.5二次搬运其他工程*0.05%468.6721.6冬雨季施工其他工程*0.2%1874.6871.7生产工具用具使用其他工程*0.5%4686.7171.8工程定位、点交、场地清理其他工程*0.1%937.3432.1垂直运输机械7286.995小 计93209.545分部分项工程量综合单价计算表综 合 单 价（元）序号项目编码工程项目名称单位数量人工费材料费机械使用费管理费利润小计1010101001001平整场地M2358.22.120.000.000.040.042.209 A1-42平整场地100M25.49138.600.000.002.772.77144.1442010101003001挖地坑土方土壤类别:二类土；挖土深度:2M内；M349.361.530.000.261.241.2464.263 A1-23人工挖基坑一、二类土深度(2m以内)100M30.941640.320.0013.6233.0833.081720.102 A1-101人工凿钢筋砼桩头10M31.131320.000.000.0026.4026.401372.8003010101003002挖地槽土方土壤类别:二类土；挖土深度:2M内；M329.944.690.000.140.900.9046.621 A1-14人工挖沟槽一、二类土深度(2m以内)100M30.91484.560.004.7229.7929.791548.8474010103001001人工回填土(夯实)M3176.320.620.003.330.480.4824.909 A1-39回填土夯填100M32.811293.600.00209.0830.0530.051562.7835010201003001人工挖孔桩ZH1(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根6.1372.272296.07531.2483.9983.994367.568 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 换:商品混凝土C20 碎石20mm10m34.241748.123141.70676.74111.33111.335789.223 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 扣:桩芯 换:商品混凝土C20 碎石20mm10m30.471748.12969.38676.7467.8867.883530.0106010201003002人工挖孔桩ZH2(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根6.1605.362714.96621.4798.8498.845139.465 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 换:商品混凝土C20 碎石20mm10m35.041748.123141.70676.74111.33111.335789.223 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 扣:桩芯 换:商品混凝土C20 碎石20mm10m30.471748.12969.38676.7467.8867.883530.0107010201003003人工挖孔桩ZH3(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根4.2215.743781.16857.77137.09137.097128.863 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 换:商品混凝土C20 碎石20mm10m34.71748.123141.70676.74111.33111.335789.223 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 扣:桩芯 换:商品混凝土C20 碎石20mm10m30.371748.12969.38676.7467.8867.883530.0108010201003004人工挖孔桩ZH4(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根2.1171.241931.15453.4271.1271.123698.042 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 换:商品混凝土C20 碎石20mm10m31.181748.123141.70676.74111.33111.335789.223 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 扣:桩芯 换:商品混凝土C20 碎石20mm10m30.161748.12969.38676.7467.8867.883530.0109010201003005人工挖孔桩ZH5(做法详结02大样及说明)特征:墩身和护壁C20商砼,桩均长L=4.65M；根2.1066.351742.65412.8164.4464.443350.689 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 换:商品混凝土C20 碎石20mm10m31.061748.123141.70676.74111.33111.335789.223 WBA2-1换人工挖孔桩砼护壁内浇砼|桩外径1400mm以内（孔深15m） 扣:桩芯 换:商品混凝土C20 碎石20mm10m30.161748.12969.38676.7467.8867.883530.01010010301001001M10水泥砂浆MU10蒸压粉煤灰砖基础(20厚防水砂浆墙身防水层)M334.658.05203.322.815.285.28274.742 A3-1换水泥砂浆砖基础水泥砂浆M5 换:MU10蒸压粉煤灰砖10M33.46535.921959.8224.9750.4150.412621.534 A7-152防水砂浆平面100M20.38405.68668.1628.2922.0422.041146.22411010302006001卫生间污水池(做法详98ZJ512-29-7)个2.51.3322.390.671.491.4977.368 A3-105换零星砌体水泥砂浆M5 换:MU10蒸压粉煤灰砖10M30.0131012.002003.0229.1360.8860.883165.912 B2-30墙面、墙裙水泥砂浆15+5mm零星项目100M20.0312887.28604.8330.7970.4670.463663.81312010302006002M5水泥砂浆零星砌体MU10蒸压粉煤灰砖M35.8101.20200.302.916.096.09316.591 A3-105换零星砌体水泥砂浆M5 换:MU10蒸压粉煤灰砖10M30.581012.002003.0229.1360.8860.883165.91213010304001001M5混合砂浆200厚加气砼墙(墙面钉钢板网加气砼表面处理)M3230.148.08213.441.085.255.25273.101 A3-165加气混凝土砌块墙600300(125、200、250)混合砂浆M510M323.01440.442023.5510.8249.5049.502573.802 B2B-7梁柱面钢丝网100m22.7343.64944.590.0025.7625.761339.75414010304001002M5混合砂浆100厚加气砼墙(墙面钉钢板网加气砼表面处理)M33.751.47221.131.615.485.48285.183 A3-162加气混凝土砌块墙600300100混合砂浆M510M30.37440.442007.1016.0649.2749.272562.149 B2B-7梁柱面钢丝网100m20.08343.64944.590.0025.7625.761339.75415010401005001C25商砼桩承台(100厚C10商砼垫层)M322.629.43360.161.117.817.81406.329 A4-177换商品混凝土桩承台C20独立 换:商品混凝土C25 碎石20mm10M32.26239.363009.659.1065.1665.163388.440 A4-178商品混凝土基础垫层C1010M30.49253.442730.339.1059.8659.863112.58616010403001001C25商砼基础梁M319.25.61303.291.486.616.61343.595 A4-192换商品混凝土基础梁C20 换:商品混凝土C25 碎石20mm10M31.9256.083032.9414.7866.0866.083435.95117010402002001C25商砼圆形柱M31.765.47302.581.487.397.39384.307 A4-188换商品混凝土圆柱C20 换:商品混凝土C25 碎石20mm10M30.17654.723025.7714.7873.9173.913843.07218010402001001C25商砼矩形柱M330.164.15302.261.487.367.36382.606 A4-187换商品混凝土矩形柱C20 换:商品混凝土C25 碎石20mm10M33.01641.523022.6114.7873.5873.583826.06219010405001001C25商砼有梁板M3121.25.12304.431.486.626.62344.276 A4-204换商品混凝土有梁板C20 换:商品混凝土C25 碎石20mm10M312.1251.243044.3314.7866.2166.213442.76220010403006001C25商砼弧形梁M32.665.69302.401.487.397.39384.354 A4-197换商品混凝土弧形拱形梁C20 换:商品混凝土C25 碎石20mm10M30.26656.923024.0214.7873.9173.913843.54021010405008001C25商砼雨蓬M30.575.3722.900.180.570.5729.583 A4-210换商品混凝土雨蓬C20 换:商品混凝土C25 碎石20mm10M20.05753.68229.001.775.695.69295.83122010406001001C25商砼楼梯M244.316.1572.500.581.781.7892.795 A4-214换商品混凝土整体楼梯C20 换:商品混凝土C25 碎石20mm10M24.43161.48724.995.7917.8517.85927.95323010402001002C20商砼构造柱M38.479.68291.181.487.457.45387.230 A4-190商品混凝土构造柱C2010M30.84796.842911.7514.7874.4774.473872.30424010403002001C25商砼单梁M31.237.36302.771.486.836.83355.264 A4-193换商品混凝土单 梁连续梁悬臂梁C20 换:商品混凝土C25 碎石20mm10M30.12373.563027.6714.7868.3268.323552.64225010407001001C20商砼压顶M35.1105.42301.812.368.198.19425.983 A4-218商品混凝土压顶C2010M30.511054.243018.1123.6481.9281.924259.83526010403005001C20商砼过梁M31.282.41297.571.487.637.63396.716 A4-196商品混凝土过梁C2010M30.12824.122975.6814.7876.2976.293967.16327010403005002C20商砼弧形过梁M31.565.69292.231.487.197.19373.777 A4-197商品混凝土弧形拱形梁C2010M30.15656.922922.3114.7871.8871.883737.76928010407002001无障碍坡道(做法详05ZJ301-9-4)垫层材料种类、厚度:300厚三七灰土垫层；M212.819.4958.480.811.581.5881.935 A4-60水泥砂浆防滑坡道100M20.128633.16834.1235.7830.0630.061563.182 A4-249换混凝土垫层 换:商品混凝土C15 碎石20mm10M30.13252.562787.4710.7261.0261.023172.784 B1-13:7灰土10M30.38356.84735.4311.5322.0822.081147.95529010407001002砼台阶水泥砂浆抹面(做法详98ZJ901-8-11)M213.727.7466.440.941.901.9098.920 B1-2三合土或四合土10M30.11567.601196.9216.5135.6235.621852.263 B1-29水泥砂浆台阶面厚20mm100M20.1371235.96996.7141.6145.4945.492365.248 A4-222换商品混凝土台阶C20 换:商品混凝土C15 碎石20mm10M21.37108.24468.583.9011.6111.61603.95030010407002002水泥砂浆散水(做法详98ZJ901-4-2)特征:B=800；M252.68.6927.360.110.720.7237.613 A4-224商品混凝土砼散水面层一次抹光60mm100M20.526451.442176.518.5552.7352.732741.964 B1-3砂10M30.32205.04809.634.1920.3820.381059.620 A7-184建筑油膏100M0.63244.6456.140.006.026.02312.81531010416001001现浇混凝土钢筋圆钢6.5T1.211133.445162.9246.35126.85126.856596.425 A4-641现浇构件圆钢筋(6.5mm以内)T1.211133.445162.9246.35126.85126.856596.42532010416001002现浇混凝土钢筋圆钢8T6.5735.245128.3060.65118.48118.486161.150 A4-642现浇构件圆钢筋(8mm以内)T6.5735.245128.3060.65118.48118.486161.15033010416001003现浇混凝土钢筋圆钢10T4.66531.965112.3750.94113.91113.915923.076 A4-643现浇构件圆钢筋(10mm以内)T4.66531.965112.3750.94113.91113.915923.07634010416001004现浇混凝土钢筋圆钢12T5.23435.605524.78133.65121.88121.886337.796 A4-644现浇构件圆钢筋(12mm以内)T5.23435.605524.78133.65121.88121.886337.79635010416001005现浇混凝土钢筋螺纹钢12T0.57473.885439.34158.45121.43121.436314.540 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A3-120砌体钢筋加固T0.4979.445138.3225.29122.86122.866388.77043010416004001桩基钢筋笼T2.73605.005341.22560.95130.14130.146767.465 A4-697钢筋笼接头吊焊搭接焊T2.7379.2023.64466.7211.3911.39592.343 A4-695钢筋笼制、安T2.73525.805317.5894.24118.75118.756175.12244010416001013电渣压力焊个384.0.005.010.000.100.105.210 (估)电渣压力焊接头个384.0.005.010.000.100.105.21