单位工程费汇总表.doc

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1、【精品文档】如有侵权，请联系网站删除，仅供学习与交流单位工程费汇总表.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序号项目名称金 额（元）一分部分项工程量清单计价合计1919414.03二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385017.41五深基坑支护费六规费104218.801养老保险统筹基金60655.342待业保险基金8754.383医疗保险费31265.644定额测定费2709.695工程排污费833.75七安全防护费21885.95八文明施工与环境保护费29546.03九工程意外伤害保险费1120.01十建设施工安全技术服务

2、费3360.04十一税金82853.73十二合计2327360.59十三工程总造价下浮8%2141171.74分部分项工程量清单计价表序号项目编码项目名称计量单位工程数量金 额（元）综合单价合价土石方工程001919414.03110306002001800*1020电缆沟M2177.761546.5941190350.52210306002002800*1020电缆沟(带步行砖)M872.3555.019484142.94340505004001160PE管顶管M763.086320.961244920.57合 计001919414.03措施项目清单计价表序号项目名称金额（元）1.1临时设施

3、6175.9291.2夜间施工2058.6431.3大型机械设备进出场及安拆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M2177.761108.98370.594610.5110.51546.594 D1-190挖掘机挖沟槽土方 一、二类

4、土1000M34.47498.9602930.3668.5968.593566.492 D1-288机械填土夯实|槽、坑|(100M3)100M312.68607.20209.0816.3316.33848.927 D1-178人工挖沟槽土方 一、二类土(深度在2m以内)100M34.9715840031.6831.681647.36 A4-11换基础垫层C10 换:C20碎石混凝土40MM(坍落度30-50)10M331.55594.441808.9764.6849.3649.362566.805 A3-224砖地沟水泥砂浆M510M392.092547.361823.8831.6248.0

5、648.062498.98 A4-67换异形梁C20 换:预制砼C25碎石20MM10M318.419693.342243.29175.5162.2462.243236.623 A4-668预制构件圆钢筋(6mm以内)T22.9381098.424709.51437.13124.9124.96494.854 A4-669预制构件圆钢筋(8mm以内)T17.267732.914686.39291.48114.22114.225939.21 A4-670预制构件圆钢筋(10mm以内)T28.395555.84680.3352.86105.78105.785500.556 A4-736铁件T25.4

6、7710785342.02766.54143.73143.737474.023 B2-25墙面、墙裙水泥砂浆15+5mm砖墙100M238.37637.56479.9432.4623231195.954 A4-617小型构件构件体积0.1m3以内不焊接卷扬机10M344.512208.561404.454.45231.467 A4-100换地沟盖板C20 换:预制砼C25碎石20MM10M326.093719.252357.1281.6167.1667.163492.28 DB-322机械装卸 运距1km10M344.51273.040708.7315.6415.64813.037 D5-57

7、5塑料管安装(粘接) 管外径 (160mm以内)10M1167.5201.740.115.395.39280.124210306002002800*1020电缆沟(带步行砖)M872.3125.67351.0556.9510.6710.67555.019 D1-191挖掘机挖沟槽土方 三类土1000M31.829570.2403560.982.6282.624296.381 D1-288机械填土夯实|槽、坑|(100M3)100M35.188607.20209.0816.3316.33848.927 D1-182人工挖沟槽土方 三类土(深度在2m以内)100M32.042535.280050.

8、7150.712636.691 A4-11换基础垫层C10 换:C20碎石混凝土40MM(坍落度30-50)10M312.91594.441808.9764.6849.3649.362566.805 A3-224砖地沟水泥砂浆M510M337.683547.361823.8831.6248.0648.062498.98 A4-67换异形梁C20 换:预制砼C25碎石20MM10M37.537693.342243.29175.5162.2462.243236.623 A4-668预制构件圆钢筋(6mm以内)T9.3861098.424709.51437.13124.9124.96494.854

9、A4-669预制构件圆钢筋(8mm以内)T7.066732.914686.39291.48114.22114.225939.21 A4-670预制构件圆钢筋(10mm以内)T5.81555.84680.3352.86105.78105.785500.556 A4-736铁件T9.98210785342.02766.54143.73143.737474.023 B2-25墙面、墙裙水泥砂浆15+5mm砖墙100M215.7637.56479.9432.4623231195.954 A4-617小型构件构件体积0.1m3以内不焊接卷扬机10M318.214208.561404.454.45231.

10、467 A4-100地沟盖板C2010M310.677719.252089.92281.6161.8261.823214.418 DB-322机械装卸 运距1km10M318.21473.040708.7315.6415.64813.037 D8-50拆除人行道 普通粘土砖|平铺100M213.957108.24002.162.16112.57 D8-43拆除基层 无骨料|多合土|厚10cm100M213.957342.76006.866.86356.47 D2-453换异型彩色花砖安砌 普通型砖|(1:3)|水泥砂浆10M252.3558.5253.4702.242.24116.472 D2

11、-433人行道及边沟整形 人行道整形碾压|(100M2)100M25.23575.68013.881.791.7993.147 D2-309换水泥、石屑基层(拌合机拌合) 水泥:石屑 (6:94)|厚度(10cm)100M25.235155.321054.46400.9732.2132.211675.18 D2-324多合土养生 人工洒水100M25.23512.323.1400.310.3116.077 D2-509多合土运输|运距200米10M352.3566.440114.93.633.63188.59 D5-575塑料管安装(粘接) 管外径 (160mm以内)10M4.7567.520

12、1.740.115.395.39280.124340505004001160PE管顶管M763.0860308.6206.176.17320.961 (估)160PE管顶管M763.0860308.6206.176.17320.961措施项目费分析表序号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.

13、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043008.44710

14、7593.958014.9043172.3463172.346164961.992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138059.7989772.645540.572667.462667.46138707.91 A10-136L型梁模板10M326.353931.682591.39203.2774.5374.533875.39 A10-167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

15、10501010.0210.02521.04 A3-26履带式单斗挖掘机1M3以内项10501010.0210.02521.04人材机汇总表序号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)24011553mm千块700.27280196074.

16、454.00505E+11砂立方米2.0954113.084.00505E+11中粗砂立方米1044.615456408.724.00507E+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10.96

17、0.566.144.02505E+11麻绳（大麻绳、小麻绳、杂麻绳）千克3.149.5229.864.02509E+11草袋子(草袋)平方米1042.271.211261.154.02701E+11电焊条结 422 3.2千克1276.525.016395.394.03101E+11铁件吨35.815100182649.314.03501E+11水立方米2085.112.124420.434.20511E+11支撑二等板枋材55-100cm2立方米2.7113503664.574.20511E+11模板板方材(模板板枋材)立方米50.47135068133.464.20511E+11方垫木立方

18、米0.631350846.804.30105E+11圆钢(钢筋)6mm吨32.974250140124.544.30105E+11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丙酮（丙酮清洗液）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

19、+11电kWh33658.780.830.008E+11人工工日668.47450.009.00101E+11履带式推土机功率(kW) 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

20、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

21、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60.22420.7925338.699.00407E+11机动翻斗车装载质量(t) 1 小型台班87.16126.2611004.309.00501E+11电动卷扬机单筒慢速 牵引力(kN) 50 小型台班28.78106.333059.769.00502E+11皮带运输机带长带宽(m) 150.5 小型台班15.68171.492689.229.00601E+11滚筒式混凝土搅拌机电动 出料容量(L) 500 中型台班33.02142.54705.489.00607E+11灰浆搅拌机

22、拌筒容量(L) 200 小型台班70.483.225858.849.00703E+11钢筋弯曲机直径(mm) 40 小型台班36.1924.51886.979.00706E+11木工圆锯机直径(mm) 500 小型台班0.0626.91.699.00706E+11木工圆锯机直径(mm) 1000 小型台班10.2174.57761.499.00709E+11木工压刨床刨削宽度(mm) 单面600 小型台班10.2138.76395.819.00734E+11钢筋切断机直径(mm) 40 小型台班12.0243.83526.749.00904E+11直流电焊机功率(kW) 30 小型台班155.67174.6127180.679.00917E+11点焊机容量(kVA) 长臂 75 小型台班75.72225.0317040.309.01603E+11混凝土震捣器插入式台班47.2111.82558.059.01603E+11混凝土震捣器平板式台班18.3813.57249.48合 计001681595.25