承台钢筋墩身单价分析表

单价分析表,,,,,,,,

建设名称,下部结构,,价值,8816.9元,,,,

工程名称,承台(110.2m³计算),,指标,80元/m³,,,,

单价编号,工作项目或费用名称,单位,数量,费用(元),,,,

,,,,单价,合价,,,

,材料消耗,,,,2217.44,,,

1,脱模剂,kg,6.24,8,49.92,,,

2,电费,度,180,1.1,198,,,

3,拉丝,kg,305.472,4.5,1374.624,,,

4,地钉,kg,11.72,4.5,52.74,,,

5,双面胶条,米,53,2,106,,,

6,螺栓,个,396/4,1.5,148.5,,,

7,水泥砂浆围缝及找平,项,1,157.5,157.5,,,

8,养生布,m²,55.08/5,10,110.16,,,

9,其它,项,1,20,20,,,

二,机械费,,,,977.26,,,

1,模板使用费,m²,62.4,10,624,,,

2,电钻,台班,1,20,20,,,

3,拔丝机,台班,1,50,50,,,

4,电焊机,台班,1,83.26,83.26,,,

5,振动棒,台班,6,10,60,,,

6,运输车,台班,1,120,120,,,

7,其它,项,1,20,20,,,

三,人工费,,,,5622.2,,,

1,场地清理,工日,3,70,210,,,

2,模板运输,工日,3,70,210,,,

3,模板打磨、上脱模剂,工日,1.5,70,105,,,

5,模板安装,工日,15,70,1050,,,

6,模板加固,工日,5,70,350,,,

7,搭设架子,工日,4,70,280,,,

8,砼浇注,工日,16,70,1120,,,

9,砼养护,工日,‘14/5,70,196,,,

10,拆除模板,工日,8,70,560,,,

11,模板堆放,工日,2,70,140,,,

12,挖基础人工,m³,44.08,15,661.2,,,

13,垫层人工,工日,4,70,280,,,

14,回填土,m³,44,10,440,,,

15,其它,项,1,20,20,,,

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建设名称,下部结构,,价值,1907.34元,,,,

工程名称,"钢筋加工(承台一个1.349吨，顶帽一个

2.159吨，垫石一个0.16吨)",,指标,520元/T,,,,

单价编号,工作项目或费用名称,单位,数量,费用(元),,,,

,,,,单价,合价,,,

,材料消耗,,,,338.26,,,

1,垫块,个,46,0.5,23,,,

2,焊条,kg,7.8,6,46.8,,,

3,扎丝,kg,6.41,6,38.46,,,

4,氧气乙炔,项,1,10,10,,,

5,电费,度,200,1.1,220,,,

单价分析表,,,,,,,,

二,机械费,,,,239.08,,,

1,截断机,台班,0.3,33.79,10.14,,,

2,弯曲机,台班,0.3,20.66,6.20,,,

3,对焊机,台班,0.3,107.59,32.28,,,

4,电焊机,台班,0.3,83.26,24.98,,,

5,调直机,台班,0.2,47.44,9.49,,,

6,运输车,台班,0.3,120,36,,,

7,吊机,台班,1,120,120,,,

三,人工费,,,,1330,,,

1,钢筋卸车,工日,1.5,70,105,,,

2,解捆下料,工日,1.5,70,105,,,

3,钢筋对焊,工日,2,70,140,,,

4,钢筋弯曲,工日,2,70,140,,,

5,钢筋运输,工日,2,70,140,,,

6,钢筋绑扎,工日,8,70,560,,,

7,钢筋吊装,工日,1,70,70,,,

8,垫石绑扎,工日,1,70,70,,,

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建设名称,下部结构,,价值,19603.28元,,,,

工程名称,墩柱(163.4m³),,指标,120元/m³,,,,

单价编号,工作项目或费用名称,单位,数量,费用(元),,,,

,,,,单价,合价,,,

,材料消耗,,,,4763.28,,,

1,电费,度,200.0,1.1,220,,,

2,高效脱模剂,kg,48.46,25,1211.5,,,

3,螺栓,个,988/3,2,659,,,

4,双面胶条,米,195.65,1.5,293.48,,,

5,养生布,m²,343.4/10,20,686.8,,,

6,垫石模板,套,4,200,800,,,

7,PVC管,米,400,1.95,780,,,

8,避雷线护管,米,16.5,5,82.5,,,

9,胶布,卷,2,5,10,,,

10,其它,项,1,20,20,,,

二,机械费,,,,7700,,,

1,吊机,台班,5,1200,6000,,,

2,震动棒,台班,12,10,120,,,

3,发电机,台班,1,200,200,,,

4,空压机,台班,1,200,200,,,

5,运输车,台班,3,120,360,,,

6,架子费,项,1,500,500,,,

7,预留孔材料,项,1,320,320,,,

三,人工费,,,,7140,,,

单价分析表,,,,,,,,

1,模板试拼,工日,6,70,420,,,

2,模板安装,工日,20,70,1400,,,

3,模板打磨刷油,工日,4,70,280,,,

4,模板加固,工日,4,70,280,,,

5,搭设架子、挂安全网,工日,4,70,280,,,

6,搭防护栏、上下梯检查,工日,4,70,280,,,

7,凿除,工日,4,70,280,,,

8,墩顶焊接地端子,工日,2,70,140,,,

9,垫石测量放样,工日,2,70,140,,,

10,砼浇注,工日,20,70,1400,,,

11,养护,工日,'14/2,70,490,,,

12,模板拆除,工日,16,70,1120,,,

13,垫石立模,工日,3,70,210,,,

16,垫石浇注,工日,4,70,280,,,

17,垫石拆模,工日,2,70,140,,,

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建设名称,下部结构,,价值,66132.02元,,,,

工程名称,0号台(183.7m³),,指标,360元/m³,,,,

单价编号,工作项目或费用名称,单位,数量,费用(元),,,,

,,,,单价,合价,,,

,材料消耗,,,,45266.98,,,

1,模板,张,158.0,120,18960,,,

2,方木,m³,8,1500,12000,,,

3,钢管,T,24×25,3,1800,,,

4,万能架,T,68×25,3.3,5610,,,

8,扣件,个,500×25,0.1,1250,,,

9,铁丝,kg,100,6,600,,,

10,双面胶,卷,100,1.5,150,,,

11,铁钉,kg,100,6,600,,,

13,拉杆,kg,1680.5,1.95,3277.0,,,

14,电费,度,909,1.1,1000,,,

15,其它,项,1,20,20,,,

二,机械费,,,,5745.04,,,

1,电锯,台班,5,19.2,96,,,

2,电刨,台班,5,19.2,96,,,

3,拔丝机,台班,6,40,240,,,

4,空压机,台班,2,150,300,,,

5,电焊机,台班,4,83.26,333.04,,,

6,震动棒,台班,12,10,120,,,

7,运输车,台班,8,120,960,,,

8,吊机,台班,3,1200,3600,,,

三,人工费,,,,15120,,,

1,凿除,工日,2,70,140,,,

2,支模,工日,60,70,4200,,,

3,搭设架子,工日,6,70,420,,,

4,模板打磨刷油,工日,6,70,420,,,

5,搭万能架,工日,47,70,3290,,,

6,砼浇注,工日,30,70,2100,,,

7,养护,工日,14/2,70,490,,,