單位工程費匯總表

1、精品文檔單位工程費匯總表工程名稱：五環(huán)變站10KV出線高壓電纜溝工程在舁廳P項目名稱金額（元）1919414.03一分部分項工程量清單計價合計二措施項目清單計價合計164961.99三其他項目清單計價合計四人工費385017.41五六12345七八九十4十二十三深基坑支護費規(guī)費養(yǎng)老保險統(tǒng)籌基金待業(yè)保險基金醫(yī)療保險費定額測定費工程排污費安全防護費文明施工與環(huán)境保護費工程意外傷害保險費建設(shè)施工安全技術(shù)服務(wù)費稅金合計工程總造價下浮8%104218.8060655.348754.3831265.642709.69833.7521885.9529546.031120.013360.0482853.732

2、327360.592141171.74分部分項工程量清單計價表序號項目編碼項目名稱的單位工程數(shù)量金額（元）綜合單價合價土后方工程001919414.03110306002001800*1020電纜溝M2177.761546.5941190350.52210306002002800*1020電纜溝（帶步行磚）M872.3555.019484142.943405050040014160PE管頂管M763.086320.961244920.57合計001919414.03措施項目清單計價表在舁廳P項目名稱金額（元）1.1臨時設(shè)施6175.9291.2夜間施工2058.6431.3大型機械設(shè)備進出場及

3、安拆521.0401.4混凝土、鋼筋混凝土模板及支架138707.9151.5二次搬運1029.3211.6冬雨季施工4117.2861.7生產(chǎn)工具用具使用10293.2151.8工程定位、點交、場地清理2058.643小計164961.992精品文檔精品文檔分部分項工程量綜合單價計算表序號項目編碼工程項目名稱單位數(shù)量綜合單價（元）人工費材料費機械使用費管理費利潤小計110306002001800*1020電纜溝M2177.761108.98370.594610.5110.51546.594D1-190挖掘機挖溝槽土方一、二類土1000M34.47498.9602930.3668.5968.5

4、93566.492D1-288機械填土夯實|槽、坑|（100M3）100M312.68607.20209.0816.3316.33848.927D1-178人工挖溝槽土方一、二類土（深度在2m以內(nèi)）100M34.9715840031.6831.681647.36A4-11換基礎(chǔ)墊層C10換:C20碎石混凝土40MM陰落度30-50）10M331.55594.441808.9764.6849.3649.362566.805A3-224磚地溝水泥砂漿M510M392.092547.361823.8831.6248.0648.062498.98A4-67換異形梁C20換：預(yù)制硅C25碎石20MM10

5、M318.419693.342243.29175.5162.2462.243236.623A4-668預(yù)制構(gòu)件圓鋼筋（6mm以內(nèi)）T22.9381098.424709.51437.13124.9124.96494.854A4-669預(yù)制構(gòu)件圓鋼筋（8mm以內(nèi)）T17.267732.914686.39291.48114.22114.225939.21A4-670預(yù)制構(gòu)件圓鋼筋（10mm乂內(nèi)）T28.395555.84680.3352.86105.78105.785500.556精品文檔A4-736鐵件T25.47710785342.02766.54143.73143.737474.023B2-2

6、5墻面、墻裙水泥砂漿15+5mm磚墻100M238.37637.56479.9432.4623231195.954A4-617小型構(gòu)件構(gòu)件體積0.1m3以內(nèi)不焊接卷揚機10M344.512208.561404.454.45231.467A4-100換地溝蓋板C20換：預(yù)制硅C25碎石20MM10M326.093719.252357.1281.6167.1667.163492.28DB-322機械裝卸運距1km10M344.51273.040708.7315.6415.64813.037D5-575塑料管安裝（粘接）管外徑（160mm以內(nèi)）10M1167.5201.740.115.395.392

7、80.124210306002002800*1020電纜溝（帶步行磚）M872.3125.67351.0556.9510.6710.67555.019D1-191挖掘機挖溝槽土方三類土1000M31.829570.2403560.982.6282.624296.381D1-288機械填土夯實|槽、坑|（100M3）100M35.188607.20209.0816.3316.33848.927D1-182人工挖溝槽土方三類土（深度在2m以內(nèi)）100M32.042535.280050.7150.712636.691A4-11換基礎(chǔ)墊層C10換:C20碎石混凝土40MM陰落度30-50）10M312

8、.91594.441808.9764.6849.3649.362566.805A3-224磚地溝水泥砂漿M510M337.683547.361823.8831.6248.0648.062498.98A4-67換異形梁C20換：預(yù)制硅C25碎石20MM10M37.537693.342243.29175.5162.2462.243236.623精品文檔A4-668預(yù)制構(gòu)件圓鋼筋（6mm以內(nèi)）T9.3861098.424709.51437.13124.9124.96494.854A4-669預(yù)制構(gòu)件圓鋼筋（8mm以內(nèi)）T7.066732.914686.39291.48114.22114.225939

9、.21A4-670預(yù)制構(gòu)件圓鋼筋（10mm乂內(nèi)）T5.81555.84680.3352.86105.78105.785500.556A4-736鐵件T9.98210785342.02766.54143.73143.737474.023B2-25墻面、墻裙水泥砂漿15+5mm磚墻100M215.7637.56479.9432.4623231195.954A4-617小型構(gòu)件構(gòu)件體積0.1m3以內(nèi)不焊接卷揚機10M318.214208.561404.454.45231.467A4-100地溝蓋板C2010M310.677719.252089.92281.6161.8261.823214.418DB

10、-322機械裝卸運距1km10M318.21473.040708.7315.6415.64813.037D8-50拆除人行道普通粘土磚|平鋪100M213.957108.24002.162.16112.57D8-43拆除基層無骨料|多合土|厚10cm100M213.957342.76006.866.86356.47D2-453換異型彩色花磚安砌普通型磚（1:3）|水泥砂漿10M252.3558.5253.4702.242.24116.472D2-433人行道及邊溝整形人行道整形碾壓|（100M2）100M25.23575.68013.881.791.7993.147D2-309換水泥、石屑基層

11、（拌合機拌合）水泥：后屑（6:94）|厚度（10cm）100M25.235155.321054.46400.9732.2132.211675.18精品文檔D2-324多合土養(yǎng)生人工灑水100M25.23512.323.1400.310.3116.077D2-509多合土運輸|運距200米10M352.3566.440114.93.633.63188.59D5-575塑料管安裝（粘接）管外徑（160mm以內(nèi)）10M4.7567.5201.740.115.395.39280.124340505004001b160PE管頂管M763.0860308.6206.176.17320.961（估）b160

12、PE管頂管M763.0860308.6206.176.17320.961精品文檔措施項目費分析表在舁廳P措施項目名稱單位數(shù)量人工費材料費機械使用費管理費利潤小計1.1臨時設(shè)施項11187.6794156.875593.839118.768118.7686175.9291.2夜間施工項1395.8931385.625197.94639.58939.5892058.6431.3大型機械設(shè)備進出場及安拆項10501010.0210.02521.041.4混凝土、鋼筋混凝土模板及支架項138059.78689772.6365540.5732667.462667.46138707.9151.5二次搬運項

13、1197.946692.81398.97319.79519.7951029.3211.6冬雨季施工項1791.7862771.25395.89379.17979.1794117.2861.7生產(chǎn)工具用具使用項11979.4646928.125989.732197.946197.94610293.2151.8工程定位、點交、場地清理項1395.8931385.625197.94639.58939.5892058.643合計043008.447107593.958014.9043172.3463172.346164961.992精品文檔技術(shù)措施項目費綜合單價計算表序號項目編碼工程項目名稱單位數(shù)量人

14、工費材料費機械使用費管理費利潤小計12.00008E+11市政管網(wǎng)現(xiàn)澆混凝土模板項138059.7989772.645540.572667.462667.46138707.91A10-136L型梁模板10M326.353931.682591.39203.2774.5374.533875.39A10-167地溝蓋板模板10M337.882356.56567.074.8518.5718.57965.6322.00007E+11大型機械設(shè)備進出場及安拆項10501010.0210.02521.04A3-26履帶式單斗挖掘機1M3以內(nèi)項10501010.0210.02521.04精品文檔精品文檔人材機

15、匯總表在舁廳P材料名稱單位數(shù)量市場價合價1E+11綜合工日工日8494.4644373756.101E+11綜合工日工日23.63451063.134.00111E+11水泥綜合千克504302.370.32161376.764.00111E+11水泥噸11.833203785.954.00301E+11混凝土地模平方米44.32196.788721.674.00501E+11標(biāo)準(zhǔn)磚（紅磚、普通粘土磚、機制磚）240X115X53mm千塊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鍍鋅鐵絲（鐵絲）22#千克655.045.033294.864.02103E+11鐵釘（圓釘）圓釘千克334.964.611544.184.02502E+11砂布張10.960.566.144.02505E+11麻繩（大麻繩、小麻繩、雜麻繩）千克3.149.5229.864.02509E+11草袋子

17、（草袋）平方米1042.271.211261.154.02701E+11電焊條結(jié)4223.2千克1276.525.016395.394.03101E+11鐵件噸35.815100182649.314.03501E+11水立方米2085.112.124420.434.20511E+11支撐二等板傷材55-100cm2立方米2.7113503664.574.20511E+11模板板方材（模板板傷材）立方米50.47135068133.464.20511E+11方墊木立方米0.631350846.804.30105E+11圓鋼（鋼筋）6mm噸32.974250140124.544.30105E+11

18、圓鋼（鋼筋）8mm噸24.824250105483.554.30105E+11圓鋼（鋼筋）10mm噸34.894250148278.684.71108E+11隔離劑千克863.285.744955.254.80503E+11內(nèi)酮（內(nèi)酮清洗液）千克1.15.035.554.90401E+11粘接劑千克0.7612.469.428E+11其他材料費元41.39141.398E+11汽油千克1037.686.760.008E+11柴油千克3978.837.550.008E+11電kWh33658.780.830.008E+11人工工日668.47450.009.00101E+11履帶式推土機功率（k

19、W）55中型臺班0.99489.51486.899.00101E+11履帶式推土機功率（kW）75大型臺班1.33744.03986.709.00105E+11平地機功率（kw）120臺班0.42938.75393.159.00109E+11履帶式單斗挖掘機液壓斗容量（m3）0.6大型臺班31.26600.7218780.689.00112E+11光輪壓路機（內(nèi)燃）工作質(zhì)量（t）8大型臺班0.31330.01103.669.00112E+11光輪壓路機（內(nèi)燃）工作質(zhì)量（t）12大型臺班1.15462.83533.049.00116E+11夯實機電動夯擊能力（Nm）200620小型臺班142.5926.23735.779.00125E+11（無組成）灰土拌合機功率（kw）105大型臺班0.94529.79499.229.00304E+11汽車式起重機提升質(zhì)量（t）5中型臺班44.54429.2519116.859.00305E+11門式起重機提升質(zhì)量（t）10中型臺班4.78324.781552.489.00307E+11塔式起重機起重力矩（kNm）60大型臺班4.78430.932059.899.004E+11載貨（重）汽車裝載質(zhì)量（t）6中型臺班8.7462.074018.399.004E+11載重汽車5T臺班60.22420.7925338.6