电机车修理间通道工程预算书wp.xls
工工程程预预算算书书 工程名称电机车修理间通道46.411m 序号定额编号项目名称 工程量单价(元)金额(元) 单位数量合计人工费材料费机械费合计人工费材料费机械费 1JX2191平硐及平巷掘进 掘进S20、f3100m36.8607966.005074.001000.001892.0054646.7634807.646860.0012979.12 2JX2303 平硐及平巷喷射混凝土支护带金属网 喷射厚 度100mm 墙 100m30.14466752.0019421.0039166.008165.009612.292796.625639.901175.76 3JX2304 平硐及平巷喷射混凝土支护带金属网 喷射厚 度100mm 拱 100m30.30677970.0023153.0045053.009764.0023858.827084.8213786.222987.78 4JX2331换 平硐及平巷锚杆架设 (不注浆) f3 L2.5[R1.1,J1.1] 100根8.9117345.781475.104230.581640.1065458.2513144.6237698.7014614.93 5JX2258换 平硐及平巷混凝土砌碹 墙 300mm[P326- 3274] 100m30.75260770.0013414.0047236.00120.0045699.0410087.3335521.4790.24 6JX2262换 平硐及平巷混凝土砌碹 拱 300mm[P326- 3274] 100m30.44664630.0018371.0046137.00122.0028824.988193.4720577.1054.41 7JX2265换 平硐及平巷混凝土砌碹 底拱 400mm[P326- 3274] 100m30.38149045.008690.0040243.00112.0018686.153310.8915332.5842.67 8JX3468金属网制作铺设 焊接t1.2145681.001306.003497.00878.006896.731585.484245.361065.89 9FF1635换 立井开拓 二期风井 砌碹岩石平巷 巷道20000m 井深500m 掘进断面15m2[Q1.24*0.96] 10m4.64128146.8714213.383037.1610896.33130629.6265964.3014095.4650569.87 10FF1455换 立井开拓 二期风井 锚喷岩石平巷 巷道20000m 井深500m 掘进断面15m2[Q0.08*0.96] 10m4.6411480.54747.26159.85573.436871.193468.03741.862661.29 11FF9002 汽车排矸 平均运距1km 100m36.8601687.00179.0001508.0011572.821227.940.0010344.88 分部小计402756.64151671.14154498.6696586.85 直接费253683.0181010.87139661.3433010.81 辅助费149073.6370660.2714837.3263576.04 合计402756.64151671.14154498.6696586.85