措施费组成分析

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工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：环境保护费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,费用,,,,,,,,,,,,合计,

名称,,,,分部分项工程量清单合计*0%{算式=10596548.92*0%},,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,1,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,0.00,,,,,,,,,,0.00,

利润,,,元,*%,,0.00,,,,,,,,,,0.00,

合计,,,元,,,0.00,,,,,,,,,,0.00,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：临时设施费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：158948.23元,

编号,,,,费用,,,,,,,,,,,,合计,

名称,,,,分部分项工程量清单合计*1.5%{算式=10596548.92*1.5%},,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,1,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,158948.23,,,,,,,,,,158948.23,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,0.00,,,,,,,,,,0.00,

利润,,,元,*%,,0.00,,,,,,,,,,0.00,

合计,,,元,,,158948.23,,,,,,,,,,158948.23,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：夜间施工增加费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,费用,,,,,,,,,,,,合计,

名称,,,,分部分项工程量清单合计*0%{算式=10596548.92*0%},,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,1,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,0.00,,,,,,,,,,0.00,

利润,,,元,*%,,0.00,,,,,,,,,,0.00,

合计,,,元,,,0.00,,,,,,,,,,0.00,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：二次搬运费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,费用,,,,,,,,,,,,合计,

名称,,,,分部分项工程量清单合计*0%{算式=10596548.92*0%},,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,1,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,0.00,,,,,,,,,,0.00,

利润,,,元,*%,,0.00,,,,,,,,,,0.00,

合计,,,元,,,0.00,,,,,,,,,,0.00,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：大型机械进退场及安拆费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：16497.3元,

编号,,,,J01056,,,J01057,,,J01058,,,J01062,,,合计,

名称,,,,光轮压路机内燃8t,,,光轮压路机内燃12t,,,光轮压路机内燃15t,,,振动压路机10t,,,,

计量单位,,,,台班,,,台班,,,台班,,,台班,,,,

工程数量,,,,1,,,1,,,1,,,1,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

J01056,光轮压路机内燃8t,台班,224.10,1.000,1.000,224.10,,,,,,,,,,,

J01057,光轮压路机内燃12t,台班,310.69,,,,1.000,1.000,310.69,,,,,,,,

J01058,光轮压路机内燃15t,台班,371.02,,,,,,,1.000,1.000,371.02,,,,,

J01062,振动压路机10t,台班,442.17,,,,,,,,,,1.000,1.000,442.17,,

J01064,振动压路机15t,台班,690.30,,,,,,,,,,,,,,

J14001,履带式挖掘机1m3以内场外运输费,元/次,3210.84,,,,,,,,,,,,,,

J14065,沥青摊铺机12t以内（带自动找平）场外运输费,元/次,4112.16,,,,,,,,,,,,,,

J14066,沥青摊铺机12t以内（带自动找平）组装拆卸费,元/次,1351.25,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,0.00,,,0.00,,,0.00,,

材料费,,,元,,,0.00,,,0.00,,,0.00,,,0.00,,

机械费,,,元,,,224.10,,,310.69,,,371.02,,,442.17,,

管理费,,,元,rj*39%,,87.40,rj*39%,,121.17,rj*39%,,144.70,rj*39%,,172.45,,

利润,,,元,rj*15%,,33.62,rj*15%,,46.60,rj*15%,,55.65,rj*15%,,66.33,,

合计,,,元,,,345.11,,,478.46,,,571.37,,,680.94,,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：大型机械进退场及安拆费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：16497.3元,

编号,,,,J01064,,,J14065,,,J14066,,,J14001,,,合计,

名称,,,,振动压路机15t,,,沥青摊铺机12t以内（带自动找平）场外运输费,,,沥青摊铺机12t以内（带自动找平）组装拆卸费,,,履带式挖掘机1m3以内场外运输费,,,,

计量单位,,,,台班,,,元/次,,,元/次,,,元/次,,,,

工程数量,,,,1,,,1,,,1,,,1,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

J01056,光轮压路机内燃8t,台班,224.10,,,,,,,,,,,,,1.000,224.10

J01057,光轮压路机内燃12t,台班,310.69,,,,,,,,,,,,,1.000,310.69

J01058,光轮压路机内燃15t,台班,371.02,,,,,,,,,,,,,1.000,371.02

J01062,振动压路机10t,台班,442.17,,,,,,,,,,,,,1.000,442.17

J01064,振动压路机15t,台班,690.30,1.000,1.000,690.30,,,,,,,,,,1.000,690.30

J14001,履带式挖掘机1m3以内场外运输费,元/次,3210.84,,,,,,,,,,1.000,1.000,3210.84,1.000,3210.84

J14065,沥青摊铺机12t以内（带自动找平）场外运输费,元/次,4112.16,,,,1.000,1.000,4112.16,,,,,,,1.000,4112.16

J14066,沥青摊铺机12t以内（带自动找平）组装拆卸费,元/次,1351.25,,,,,,,1.000,1.000,1351.25,,,,1.000,1351.25

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,0.00,,,0.00,,,0.00,0.00,

材料费,,,元,,,0.00,,,0.00,,,0.00,,,0.00,0.00,

机械费,,,元,,,690.30,,,4112.16,,,1351.25,,,3210.84,10712.53,

管理费,,,元,rj*39%,,269.22,rj*39%,,1603.74,rj*39%,,526.99,rj*39%,,1252.23,4177.89,

利润,,,元,rj*15%,,103.55,rj*15%,,616.82,rj*15%,,202.69,rj*15%,,481.63,1606.88,

合计,,,元,,,1063.06,,,6332.73,,,2080.93,,,4944.69,16497.30,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：混凝土、钢筋混凝土模板及支架,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：44215.23元,

编号,,,,6-1513,,,3-291,,,6-1462,,,3-356,,,合计,

名称,,,,现浇混凝土管、渠道平基复合木模,,,现浇混凝土基础模板,,,现浇混凝土基础垫层木模,,,现浇地梁、侧石、缘石模板,,,,

计量单位,,,,100m2,,,10m2,,,100m2,,,10m2,,,,

工程数量,,,,14.7613,,,2.7767,,,0.06578,,,19.3716,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

R0001,综合人工(市政),工日,26.00,20.948,309.220,8039.71,2.020,5.609,145.83,11.059,0.727,18.91,3.010,58.309,1516.02,,

C101022,中砂,t,57.12,0.018,0.259,14.81,,,,0.018,0.001,0.07,,,,,

C301023,水泥32.5级,kg,0.28,6.684,98.665,27.17,,,,6.684,0.440,0.12,,,,,

C401029,普通成材,m3,1402.43,,,,0.030,0.083,116.82,,,,0.139,2.693,3776.26,,

C401035,周转木材,m3,1402.43,0.144,2.126,2981.04,,,,1.445,0.095,133.30,,,,,

C405016,复合木模板面板,m2,50.00,2.060,30.408,1520.41,,,,,,,,,,,

C407017,木支撑,m3,1402.43,0.601,8.872,12441.72,,,,,,,,,,,

C507085,钢管支撑,kg,4.56,,,,2.320,6.442,29.38,,,,,,,,

C510127,镀锌铁丝22#,kg,9.98,0.175,2.583,25.78,,,,0.180,0.012,0.12,,,,,

C511366,零星卡具,kg,3.80,22.042,325.369,1236.40,12.050,33.459,127.15,,,,,,,,

C511557,圆钉,kg,5.99,20.941,309.116,1851.61,0.240,0.666,3.99,19.730,1.298,7.77,0.860,16.660,99.79,,

C513095,钢模板,kg,5.36,0.909,13.418,71.92,,,,,,,,,,,

C513287,组合钢模板,kg,5.99,,,,5.900,16.383,98.13,,,,,,,,

C608048,草板纸80#,张,0.48,30.000,442.839,212.56,,,,,,,,,,,

C609090,脱模剂,kg,10.35,10.000,147.613,1527.79,1.000,2.777,28.74,10.000,0.658,6.81,1.000,19.372,200.50,,

C610077,模板嵌缝料,kg,1.43,,,,0.500,1.388,1.99,,,,0.500,9.686,13.85,,

C613206,水,m3,2.80,0.004,0.053,0.15,,,,0.004,0.000,0.00,,,,,

J03017,汽车式起重机5t,台班,430.99,0.068,1.004,432.61,,,,,,,,,,,

J04005,载重汽车5t,台班,308.92,0.230,3.395,1048.81,,,,0.094,0.006,1.91,,,,,

J07012,木工圆锯机Φ500mm以内,台班,45.76,0.034,0.502,22.97,,,,0.136,0.009,0.41,0.130,2.518,115.24,,

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,8039.71,,,145.83,,,18.91,,,1516.02,,

材料费,,,元,,,21911.37,,,406.19,,,148.19,,,4090.39,,

机械费,,,元,,,1504.39,,,0.00,,,2.32,,,115.24,,

管理费,,,元,RJ*39%,,3722.20,RJ*39%,,56.87,RJ*39%,,8.28,RJ*39%,,636.19,,

利润,,,元,RJ*15%,,1431.62,RJ*15%,,21.87,RJ*15%,,3.19,RJ*15%,,244.69,,

合计,,,元,,,36609.30,,,630.77,,,180.89,,,6602.53,,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：混凝土、钢筋混凝土模板及支架,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：44215.23元,

编号,,,,6-1519,,,,,,,,,,,,合计,

名称,,,,现浇混凝土顶(盖)板复合木模,,,,,,,,,,,,,

计量单位,,,,100m2,,,,,,,,,,,,,

工程数量,,,,0.0576,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

R0001,综合人工(市政),工日,26.00,28.344,1.633,42.45,,,,,,,,,,375.497,9762.93

C101022,中砂,t,57.12,0.004,0.000,0.01,,,,,,,,,,0.261,14.89

C301023,水泥32.5级,kg,0.28,1.671,0.096,0.03,,,,,,,,,,99.200,27.32

C401029,普通成材,m3,1402.43,,,,,,,,,,,,,2.776,3893.08

C401035,周转木材,m3,1402.43,0.051,0.003,4.12,,,,,,,,,,2.224,3118.47

C405016,复合木模板面板,m2,50.00,2.030,0.117,5.85,,,,,,,,,,30.525,1526.26

C407017,木支撑,m3,1402.43,1.050,0.060,84.82,,,,,,,,,,8.932,12526.53

C507085,钢管支撑,kg,4.56,,,,,,,,,,,,,6.442,29.38

C510127,镀锌铁丝22#,kg,9.98,0.175,0.010,0.10,,,,,,,,,,2.605,26.00

C511366,零星卡具,kg,3.80,27.662,1.593,6.05,,,,,,,,,,360.421,1369.60

C511557,圆钉,kg,5.99,19.788,1.140,6.83,,,,,,,,,,328.880,1969.99

C513095,钢模板,kg,5.36,,,,,,,,,,,,,13.418,71.92

C513287,组合钢模板,kg,5.99,,,,,,,,,,,,,16.383,98.13

C608048,草板纸80#,张,0.48,30.000,1.728,0.83,,,,,,,,,,444.567,213.39

C609090,脱模剂,kg,10.35,10.000,0.576,5.96,,,,,,,,,,170.995,1769.80

C610077,模板嵌缝料,kg,1.43,,,,,,,,,,,,,11.074,15.84

C613206,水,m3,2.80,0.001,0.000,0.00,,,,,,,,,,0.053,0.15

J03017,汽车式起重机5t,台班,430.99,0.068,0.004,1.69,,,,,,,,,,1.008,434.30

J04005,载重汽车5t,台班,308.92,0.323,0.019,5.75,,,,,,,,,,3.420,1056.47

J07012,木工圆锯机Φ500mm以内,台班,45.76,0.077,0.004,0.20,,,,,,,,,,3.034,138.82

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,42.45,,,,,,,,,,9762.93,

材料费,,,元,,,114.60,,,,,,,,,,26670.75,

机械费,,,元,,,7.64,,,,,,,,,,1629.59,

管理费,,,元,RJ*39%,,19.53,,,,,,,,,,4443.08,

利润,,,元,RJ*15%,,7.51,,,,,,,,,,1708.88,

合计,,,元,,,191.73,,,,,,,,,,44215.23,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：脚手架费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：14254.08元,

编号,,,,6-1558,,,,,,,,,,,,合计,

名称,,,,木制井字架井深4m以内,,,,,,,,,,,,,

计量单位,,,,座,,,,,,,,,,,,,

工程数量,,,,121,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

R0001,综合人工(市政),工日,26.00,1.547,187.187,4866.86,,,,,,,,,,187.187,4866.86

C401026,木脚手板,m3,1402.43,0.002,0.242,339.39,,,,,,,,,,0.242,339.39

C401027,木脚手杆,m3,1402.43,0.003,0.363,509.08,,,,,,,,,,0.363,509.08

C510123,镀锌铁丝13#～17#,kg,8.40,5.717,691.757,5810.76,,,,,,,,,,691.757,5810.76

,其他材料费,元,1.00,0.826,99.888,99.89,,,,,,,,,,99.888,99.89

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,4866.86,,,,,,,,,,4866.86,

材料费,,,元,,,6759.12,,,,,,,,,,6759.12,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,rj*39%,,1898.08,,,,,,,,,,1898.08,

利润,,,元,rj*15%,,730.03,,,,,,,,,,730.03,

合计,,,元,,,14254.08,,,,,,,,,,14254.08,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：已完工程及设备保护,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,费用,,,,,,,,,,,,合计,

名称,,,,分部分项工程量清单合计*0%{算式=10596548.92*0%},,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,1,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,0.00,,,,,,,,,,0.00,

利润,,,元,*%,,0.00,,,,,,,,,,0.00,

合计,,,元,,,0.00,,,,,,,,,,0.00,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：施工降水、排水,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：23003.47元,

编号,,,,1-841,,,1-842,,,1-893,,,,,,合计,

名称,,,,沟槽排水管道Φ300-500mm,,,沟槽排水管道Φ600-1000mm,,,河道排水,,,,,,,

计量单位,,,,10m,,,10m,,,m3,,,,,,,

工程数量,,,,201.65,,,153.4,,,500,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

R0001,综合人工(市政),工日,26.00,0.180,36.297,943.72,0.360,55.224,1435.82,0.001,0.500,13.00,,,,92.021,2392.55

C901167,其他材料费,元,1.00,0.320,64.528,64.53,0.630,96.642,96.64,,,,,,,161.170,161.17

J08001,电动单级离心清水泵50mm,台班,58.54,0.340,68.561,4013.56,,,,,,,,,,68.561,4013.56

J08002,电动单级离心泵Φ100mm,台班,91.73,,,,0.578,88.665,8133.26,,,,,,,88.665,8133.26

J08031,潜水泵Φ100mm,台班,58.66,,,,,,,0.010,5.000,293.30,,,,5.000,293.30

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,943.72,,,1435.82,,,13.00,,,,2392.55,

材料费,,,元,,,64.53,,,96.64,,,0.00,,,,161.17,

机械费,,,元,,,4013.56,,,8133.26,,,293.30,,,,12440.12,

管理费,,,元,rj*39%,,1933.34,rj*39%,,3731.94,rj*39%,,119.46,,,,5784.74,

利润,,,元,rj*15%,,743.59,rj*15%,,1435.36,rj*15%,,45.95,,,,2224.90,

合计,,,元,,,7698.74,,,14833.03,,,471.70,,,,23003.47,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：检验试验费,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：15894.82元,

编号,,,,费用,,,,,,,,,,,,合计,

名称,,,,分部分项工程量清单合计*0.15%{算式=10596548.92*0.15%},,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,1,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,15894.82,,,,,,,,,,15894.82,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,0.00,,,,,,,,,,0.00,

利润,,,元,*%,,0.00,,,,,,,,,,0.00,

合计,,,元,,,15894.82,,,,,,,,,,15894.82,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：围堰,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,,,,,,,,,,,,,合计,

名称,,,,在此前插入,,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,0,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,,,,,,,,,,,0.00,

利润,,,元,*%,,,,,,,,,,,,0.00,

合计,,,元,,,,,,,,,,,,,0.00,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：现场施工围栏,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,,,,,,,,,,,,,合计,

名称,,,,在此前插入,,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,0,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,,,0.00,

管理费,,,元,*%,,,,,,,,,,,,0.00,

利润,,,元,*%,,,,,,,,,,,,0.00,

合计,,,元,,,,,,,,,,,,,0.00,

工程名称:某路及向南延伸段路基标1,,,,,,,,,,,,,编制日期:2005年3月18日,,,,

清单编码：,,项目名称：便道,,,,,,,,,计量单位：项,,工程数量：1,,,综合单价：0元,

编号,,,,,,,,,,,,,,,,合计,

名称,,,,在此前插入,,,,,,,,,,,,,

计量单位,,,,,,,,,,,,,,,,,

工程数量,,,,0,,,,,,,,,,,,,

编号,工料机名称,单位,单价(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),定额含量,数量,金额(元),数量,金额(元)

,,,,,,,,,,,,,,,,,,

人工费,,,元,,,0.00,,,,,,,,,,0.00,

材料费,,,元,,,0.00,,,,,,,,,,0.00,

机械费,,,元,,,0.00,,,,,,,,

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