表1-4-1工程量汇总表

表1-4-1工程量汇总表表1－4－11主井工程量汇总主井工程量汇总工程编号长度断面积（m2）掘进体积（m3）混凝土体积（m3）钢筋（t）塑料板（m2）泡沫塑料（m3）注浆管（kg）锚杆（t）钢筋网（t）备注净掘强度等级体积①～②40.045.475.43016.0C303612.0166.06636.064.022.080.076.26096.0②～③60.045.476.24572.0C401806.099.73318.048.0③～④60.045.492.55550.0C402772.0128.73546.054.032.9④～⑤45.045.493.34198.5C502079.0121.42659.076.5⑤～⑥40.045.493.33732.0C60C554296.6318.35496.368.032.953.091.64854.8⑥～⑦13.045.491.61190.8C50600.636.732.9⑦～⑧2.045.475.4150.8C5060.22.4⑧～⑨67.045.466.54455.5C501226.186.323.85.61⑨～⑩40.045.460.82432.0C40620.0⑩～○11250.045.463.615900.0C403875.0150.02.42○11～○12269.345.460.816373.4C404187.8混凝土量包括铺底300厚合计1019.372521.825235.31109.521655.3310.5120.723.88.03喷射砼862.6m3钢筋量不包括搭接部分说明：此表取自图纸s1417—111.1—4