单位工程费汇总表

1、精品文档单位工程费汇总表工程名称：五环变站10KV出线高压电缆沟工程在舁厅P项目名称金额（元）1919414.03一分部分项工程量清单计价合计二措施项目清单计价合计164961.99三其他项目清单计价合计四人工费385017.41五六12345七八九十4十二十三深基坑支护费规费养老保险统筹基金待业保险基金医疗保险费定额测定费工程排污费安全防护费文明施工与环境保护费工程意外伤害保险费建设施工安全技术服务费税金合计工程总造价下浮8%104218.8060655.348754.3831265.642709.69833.7521885.9529546.031120.013360.0482853.732

2、327360.592141171.74分部分项工程量清单计价表序号项目编码项目名称的单位工程数量金额（元）综合单价合价土后方工程001919414.03110306002001800*1020电缆沟M2177.761546.5941190350.52210306002002800*1020电缆沟（带步行砖）M872.3555.019484142.943405050040014160PE管顶管M763.086320.961244920.57合计001919414.03措施项目清单计价表在舁厅P项目名称金额（元）1.1临时设施6175.9291.2夜间施工2058.6431.3大型机械设备进出场及

3、安拆521.0401.4混凝土、钢筋混凝土模板及支架138707.9151.5二次搬运1029.3211.6冬雨季施工4117.2861.7生产工具用具使用10293.2151.8工程定位、点交、场地清理2058.643小计164961.992精品文档精品文档分部分项工程量综合单价计算表序号项目编码工程项目名称单位数量综合单价（元）人工费材料费机械使用费管理费利润小计110306002001800*1020电缆沟M2177.761108.98370.594610.5110.51546.594D1-190挖掘机挖沟槽土方一、二类土1000M34.47498.9602930.3668.5968.5

4、93566.492D1-288机械填土夯实|槽、坑|（100M3）100M312.68607.20209.0816.3316.33848.927D1-178人工挖沟槽土方一、二类土（深度在2m以内）100M34.9715840031.6831.681647.36A4-11换基础垫层C10换:C20碎石混凝土40MM阴落度30-50）10M331.55594.441808.9764.6849.3649.362566.805A3-224砖地沟水泥砂浆M510M392.092547.361823.8831.6248.0648.062498.98A4-67换异形梁C20换：预制硅C25碎石20MM10

5、M318.419693.342243.29175.5162.2462.243236.623A4-668预制构件圆钢筋（6mm以内）T22.9381098.424709.51437.13124.9124.96494.854A4-669预制构件圆钢筋（8mm以内）T17.267732.914686.39291.48114.22114.225939.21A4-670预制构件圆钢筋（10mm乂内）T28.395555.84680.3352.86105.78105.785500.556精品文档A4-736铁件T25.47710785342.02766.54143.73143.737474.023B2-2

6、5墙面、墙裙水泥砂浆15+5mm砖墙100M238.37637.56479.9432.4623231195.954A4-617小型构件构件体积0.1m3以内不焊接卷扬机10M344.512208.561404.454.45231.467A4-100换地沟盖板C20换：预制硅C25碎石20MM10M326.093719.252357.1281.6167.1667.163492.28DB-322机械装卸运距1km10M344.51273.040708.7315.6415.64813.037D5-575塑料管安装（粘接）管外径（160mm以内）10M1167.5201.740.115.395.392

7、80.124210306002002800*1020电缆沟（带步行砖）M872.3125.67351.0556.9510.6710.67555.019D1-191挖掘机挖沟槽土方三类土1000M31.829570.2403560.982.6282.624296.381D1-288机械填土夯实|槽、坑|（100M3）100M35.188607.20209.0816.3316.33848.927D1-182人工挖沟槽土方三类土（深度在2m以内）100M32.042535.280050.7150.712636.691A4-11换基础垫层C10换:C20碎石混凝土40MM阴落度30-50）10M312

8、.91594.441808.9764.6849.3649.362566.805A3-224砖地沟水泥砂浆M510M337.683547.361823.8831.6248.0648.062498.98A4-67换异形梁C20换：预制硅C25碎石20MM10M37.537693.342243.29175.5162.2462.243236.623精品文档A4-668预制构件圆钢筋（6mm以内）T9.3861098.424709.51437.13124.9124.96494.854A4-669预制构件圆钢筋（8mm以内）T7.066732.914686.39291.48114.22114.225939

9、.21A4-670预制构件圆钢筋（10mm乂内）T5.81555.84680.3352.86105.78105.785500.556A4-736铁件T9.98210785342.02766.54143.73143.737474.023B2-25墙面、墙裙水泥砂浆15+5mm砖墙100M215.7637.56479.9432.4623231195.954A4-617小型构件构件体积0.1m3以内不焊接卷扬机10M318.214208.561404.454.45231.467A4-100地沟盖板C2010M310.677719.252089.92281.6161.8261.823214.418DB

10、-322机械装卸运距1km10M318.21473.040708.7315.6415.64813.037D8-50拆除人行道普通粘土砖|平铺100M213.957108.24002.162.16112.57D8-43拆除基层无骨料|多合土|厚10cm100M213.957342.76006.866.86356.47D2-453换异型彩色花砖安砌普通型砖（1:3）|水泥砂浆10M252.3558.5253.4702.242.24116.472D2-433人行道及边沟整形人行道整形碾压|（100M2）100M25.23575.68013.881.791.7993.147D2-309换水泥、石屑基层

11、（拌合机拌合）水泥：后屑（6:94）|厚度（10cm）100M25.235155.321054.46400.9732.2132.211675.18精品文档D2-324多合土养生人工洒水100M25.23512.323.1400.310.3116.077D2-509多合土运输|运距200米10M352.3566.440114.93.633.63188.59D5-575塑料管安装（粘接）管外径（160mm以内）10M4.7567.5201.740.115.395.39280.124340505004001b160PE管顶管M763.0860308.6206.176.17320.961（估）b160

12、PE管顶管M763.0860308.6206.176.17320.961精品文档措施项目费分析表在舁厅P措施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1.1临时设施项11187.6794156.875593.839118.768118.7686175.9291.2夜间施工项1395.8931385.625197.94639.58939.5892058.6431.3大型机械设备进出场及安拆项10501010.0210.02521.041.4混凝土、钢筋混凝土模板及支架项138059.78689772.6365540.5732667.462667.46138707.9151.5二次搬运项

13、1197.946692.81398.97319.79519.7951029.3211.6冬雨季施工项1791.7862771.25395.89379.17979.1794117.2861.7生产工具用具使用项11979.4646928.125989.732197.946197.94610293.2151.8工程定位、点交、场地清理项1395.8931385.625197.94639.58939.5892058.643合计043008.447107593.958014.9043172.3463172.346164961.992精品文档技术措施项目费综合单价计算表序号项目编码工程项目名称单位数量人

14、工费材料费机械使用费管理费利润小计12.00008E+11市政管网现浇混凝土模板项138059.7989772.645540.572667.462667.46138707.91A10-136L型梁模板10M326.353931.682591.39203.2774.5374.533875.39A10-167地沟盖板模板10M337.882356.56567.074.8518.5718.57965.6322.00007E+11大型机械设备进出场及安拆项10501010.0210.02521.04A3-26履带式单斗挖掘机1M3以内项10501010.0210.02521.04精品文档精品文档人材机

15、汇总表在舁厅P材料名称单位数量市场价合价1E+11综合工日工日8494.4644373756.101E+11综合工日工日23.63451063.134.00111E+11水泥综合千克504302.370.32161376.764.00111E+11水泥吨11.833203785.954.00301E+11混凝土地模平方米44.32196.788721.674.00501E+11标准砖（红砖、普通粘土砖、机制砖）240X115X53mm千块700.27280196074.454.00505E+11砂立方米2.0954113.084.00505E+11中粗砂立方米1044.615456408.72

16、4.00507E+11碎石15mm立方米486.035426245.814.00507E+11碎石20mm立方米97.53545266.864.00507E+11碎石40mm立方米406.145421931.674.00507E+11石屑立方米74.8642.513182.324.02101E+11镀锌铁丝（铁丝）22#千克655.045.033294.864.02103E+11铁钉（圆钉）圆钉千克334.964.611544.184.02502E+11砂布张10.960.566.144.02505E+11麻绳（大麻绳、小麻绳、杂麻绳）千克3.149.5229.864.02509E+11草袋子

17、（草袋）平方米1042.271.211261.154.02701E+11电焊条结4223.2千克1276.525.016395.394.03101E+11铁件吨35.815100182649.314.03501E+11水立方米2085.112.124420.434.20511E+11支撑二等板伤材55-100cm2立方米2.7113503664.574.20511E+11模板板方材（模板板伤材）立方米50.47135068133.464.20511E+11方垫木立方米0.631350846.804.30105E+11圆钢（钢筋）6mm吨32.974250140124.544.30105E+11

18、圆钢（钢筋）8mm吨24.824250105483.554.30105E+11圆钢（钢筋）10mm吨34.894250148278.684.71108E+11隔离剂千克863.285.744955.254.80503E+11内酮（内酮清洗液）千克1.15.035.554.90401E+11粘接剂千克0.7612.469.428E+11其他材料费元41.39141.398E+11汽油千克1037.686.760.008E+11柴油千克3978.837.550.008E+11电kWh33658.780.830.008E+11人工工日668.47450.009.00101E+11履带式推土机功率（k

19、W）55中型台班0.99489.51486.899.00101E+11履带式推土机功率（kW）75大型台班1.33744.03986.709.00105E+11平地机功率（kw）120台班0.42938.75393.159.00109E+11履带式单斗挖掘机液压斗容量（m3）0.6大型台班31.26600.7218780.689.00112E+11光轮压路机（内燃）工作质量（t）8大型台班0.31330.01103.669.00112E+11光轮压路机（内燃）工作质量（t）12大型台班1.15462.83533.049.00116E+11夯实机电动夯击能力（Nm）200620小型台班142.5926.23735.779.00125E+11（无组成）灰土拌合机功率（kw）105大型台班0.94529.79499.229.00304E+11汽车式起重机提升质量（t）5中型台班44.54429.2519116.859.00305E+11门式起重机提升质量（t）10中型台班4.78324.781552.489.00307E+11塔式起重机起重力矩（kNm）60大型台班4.78430.932059.899.004E+11载货（重）汽车装载质量（t）6中型台班8.7462.074018.399.004E+11载重汽车5T台班60.22420.7925338.6