辽宁建设工程造价管理总站Word文档下载推荐.docx

1、单位消 耗 量人工普工工日5.28机械元二、冲击式钻机钻孔工程准备工作、钻进、提钻、除渣、排泥浆、清孔、测量孔径、孔深等 单位：10mB0002B0003B0004B0005B0006800mm 0mH20m粘土、沙土砂砾、砾石软石（强风化）次坚石（中风化）坚石1092.211859.452791.454751.118075.6732.2355.7683.98146.02247.7898.80167.90251.85431.30733.10961.181635.792455.624173.797094.790.390.681.021.783.02技工0.170.290.440.761.29材料

2、冲击钻头kg8.6414.6822.0237.4363.62电焊条2.484.226.3311.4019.38冲击式钻机CZ-6A台班1.833.114.677.9313.48交流弧焊机32kvA0.370.650.971.692.87泥浆泵50mm1.642.804.207.1412.14B0007B0008B0009B0010B0011800mm 20mH40m1582.162695.584046.626889.4411711.7246.5380.50121.28211.54358.77143.20243.55365.10625.351063.001392.432371.533560.24

3、6052.5510289.950.57 0.98 1.48 2.584.370.24 0.42 0.63 1.101.8712.52 21.29 31.92 54.2792.253.60 6.13 9.18 16.5328.102.65 4.51 6.77 11.5019.550.54 0.94 1.41 2.454.172.38 4.05 6.09 10.3517.60B0012B0013B0014B0015B0016800mm1000mm 0mH20m1254.092139.063208.875464.529286.3736.7763.7896.01167.96285.23113.5519

4、3.10289.60495.95843.151103.771882.182823.264800.618157.990.450.781.172.043.470.190.330.500.881.499.9316.8825.3243.0473.172.854.867.2813.1122.292.103.585.379.1215.500.430.741.111.953.301.893.224.838.2113.96B0017B0018B0019B0020B0021800mm1000mm 20mH40m1820.703101.464651.057920.9613467.7653.4992.53139.7

5、4243.24413.47164.70280.00419.90719.151222.501602.512728.934091.416958.5711831.791.131.702.965.030.280.480.731.272.1614.4024.4836.7162.41106.094.147.0410.5619.0132.323.055.197.7813.2222.480.621.081.622.824.792.744.667.0011.9120.24B0022B0023B0024B0025B00261000mm1200mm 0mH20m1444.302456.583688.216284.9

6、610681.6242.5273.54110.99193.23327.75130.60222.05332.95570.35969.551271.182160.993244.275521.389384.320.520.901.352.353.990.220.380.581.011.7111.4219.4129.1149.5084.143.285.598.3715.0725.632.424.116.1710.4917.830.490.851.282.243.802.173.705.559.4416.05B0027B0028B0029B0030B00311000mm1200mm 20mH40m209

7、0.813567.835349.669112.1715486.6861.51106.98160.47280.01474.98189.40322.00482.90827.001405.801839.903138.854706.298005.1613605.900.751.303.415.780.320.560.841.4616.5628.1542.2271.77122.004.768.1021.8637.163.505.978.9515.2125.850.721.241.863.245.513.155.368.0513.6923.28B0032B0033B0034B0035B00361200mm

8、1400mm 0mH20m1731.852948.284425.617535.4012808.9749.4884.51127.03221.98377.23150.15255.40382.95655.901114.951532.222608.373915.636657.5211316.790.601.031.552.704.590.260.661.161.9713.1322.3333.4856.9296.763.776.429.6317.3429.47冲击式钻机CZ-8A2.784.737.1012.0620.500.570.981.472.572.494.256.3910.8618.46B00

9、37B0038B0039B0040B00411200mm1400mm 20mH40m2510.064276.416414.9810928.3118575.2071.27123.02184.00546.25217.75370.30555.30951.001616.702221.043783.095675.689655.3116412.250.871.503.926.650.640.961.6819.0432.3748.5582.53140.305.479.3225.1442.744.036.8610.2917.4929.730.821.422.143.736.343.629.2615.7526.

10、77三、冲击式钻机施工场内移动及安装、拆卸施工场内地平整、机具运输、就位。10台次项目编号B0042安装、拆卸2292.5959.242233.350.31履带式单斗挖掘机1m30.42汽车式起重机 16t四、旋挖钻机钻孔工程测量定位；准备钻机机具、钻孔出渣；清理桩孔；旋挖钻机加油；测量孔深、记录地层；调换钻头及清理；旋挖钻机场内移动。10m3 B0043B0044B0045旋挖钻孔 桩径（mm）800100012004662.763948.513148.26942.90780.97735.9217.0516.4115.973702.813151.132396.374.463.653.4810

11、.398.110.800.35水t5.025.06旋挖钻机SR2801.0130.8550.637泥浆泵505.865.625.46交流电焊机32KVA0.110.090.06五、旋挖钻机钻孔入岩工程增加费10m3 B0046B0047B0048旋挖钻孔 桩径（mm） 软石（强风化）4046.502906.612426.24761.32613.83509.893285.182292.781916.353.602.418.396.790.67B0049B0050B0051旋挖钻孔 桩径（mm） 次坚石（中风化）4653.573344.392776.21875.62705.98586.093777

12、.952638.412190.122.779.657.816.461.1040.771六、现浇砼箱梁支架预压工程备料、挖掘机装袋人工配合砂袋堆码，汽车起重机吊装，分阶段堆载、预压、卸载、清理等单位：10m3B0052现浇砼箱梁支架预压基价（元）254.68其中人工费（元）26.50材料费（元）166.26机械费（元）61.92名 称人工材料混砂m32.00帆布袋条3.00其他材料费1.26机械履带式单斗挖掘机 0.6m30.0250.04七、道路边石打磨翻新工程准备，打磨翻新、清理等.10m2B0053道路边石打磨翻新156.5566.5040.3049.750.10磨片片防护用具套0.203.20汽油发电机 功率10kW0.30其他机械费5.60备注：1、防护用具中包括呼吸面罩，护目镜，手套等。 2、其他材料费包含施工中使用的电线、电源插座等物品的损耗。八、补充施工机械费用组成表编 码 机械名称规格型号机型单价费 用 组 成人工及燃料动力用量折旧费大修理费经常修理费安拆费及场外运费燃料动力费汽油柴油电kw.h68JXB001冲击式钻机CZ-6A大473.32127.3619.8239.64170116.52.5157.43JXB002CZ-8A499.02130.6419.5139.04139.83188.96JXB003旋挖钻孔机