1、钢钢管管杆杆基基础础土土方方量量计计算算表表（附附表表三三）赤茅高速路10kV线路改造工程土质基础名称基础型式一（卡盘基础）每基土石方量（m3）基础个数卡盘基础冻深（m）卡盘基础冻方量合计（m3）坑底长*宽（m*m）坑深（m）坚土GZ-102.52.52.631.6310坚土GJ45-102.52.53.038.4610坚土GJ45-15332.539.2691141坚土GZ-15332.437.252131坚土GZF45-15332.539.2610坚土2GJ45-15332.641.3010坚土2GJ90-153.53.53.062.821121坚土2GZ-15332.641.301116
2、坚土GZ-18332.845.5110坚土GJ45-18332.845.5110松砂石GZ-102.52.52.637.3610松砂石GJ45-102.52.53.046.3810坚土GJ45-15332.539.26131204松砂石GZ-15332.442.68151267松砂石GZF45-15332.545.1910松砂石2GJ45-15332.647.7810松砂石2GJ90-153.53.53.072.7210松砂石2GZ-15332.647.781118松砂石GZ-18332.853.1510松砂石GJ45-18332.853.1510松砂石GZ-102.52.52.637.361
3、114岩石GJ45-102.52.53.021.87117岩石GJ45-15332.525.601110岩石GZ-15332.424.5810岩石GZF45-15332.525.6010岩石2GJ45-15332.626.6210岩石2GJ90-153.53.53.041.0710岩石2GZ-15332.626.6210岩石GZ-18332.828.6710岩石GJ45-18332.828.6710流砂GZ-102.52.52.624.9910流砂GJ45-102.52.53.028.8310流砂GJ45-15332.532.40111143流砂GZ-15332.431.105165流砂GZF
4、45-15332.532.402126流砂2GJ45-15332.633.7010流砂2GJ90-153.53.53.050.431117流砂2GZ-15332.633.7010流砂GZ-18332.836.292126流砂GJ45-18332.836.292126总计坚土冻方量（m3）坚土非冻方量（m3）松砂石冻方量（m3）基数（基）松砂石非冻方量（m3）岩石冻方量（m3）209854.7489.25681907321032卡盘基础非冻方量合计（m3）基础型式二（桩基础）桩土方量（m）冻方量总计（m3）非冻方量总计（m3）桩直径（m）桩高（m）00.40.70.000000.51.30.00
5、002120.552.113.39141565430.40.90.903111800.622.50.000000.551.00.0000420.73.02.8521105250.551.00.71166700.551.00.000000.783.60.000000.40.70.000000.51.30.00003060.552.119.342048173730.40.96.78267101400.622.50.000000.551.00.000000.73.00.0000290.551.00.71187700.551.00.000000.783.60.0000230.40.70.351460钢
6、钢管管杆杆基基础础土土方方量量计计算算表表（附附表表三三）150.51.30.50736150.552.10.93104100.40.90.000000.622.50.000000.551.00.000000.73.00.000000.551.00.000000.551.00.000000.783.60.000000.40.70.000000.51.30.00002140.552.123.98143570910.40.93.5365246390.622.55.842610400.551.00.0000340.73.03.98178400.551.00.0000470.551.02.0826119470.783.610.7626119岩石非冻方量（m3）流沙冻方量（m3）流沙非冻方量（m4）10324142138302124351755175
