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1、鋼鋼管管桿桿基基礎(chǔ)礎(chǔ)土土方方量量計計算算表表（附附表表三三）赤茅高速路10kV線路改造工程土質(zhì)基礎(chǔ)名稱基礎(chǔ)型式一（卡盤基礎(chǔ)）每基土石方量（m3）基礎(chǔ)個數(shù)卡盤基礎(chǔ)凍深（m）卡盤基礎(chǔ)凍方量合計（m3）坑底長*寬（m*m）坑深（m）堅土GZ-102.52.52.631.6310堅土GJ45-102.52.53.038.4610堅土GJ45-15332.539.2691141堅土GZ-15332.437.252131堅土GZF45-15332.539.2610堅土2GJ45-15332.641.3010堅土2GJ90-153.53.53.062.821121堅土2GZ-15332.641.3011162、堅土GZ-18332.845.5110堅土GJ45-18332.845.5110松砂石GZ-102.52.52.637.3610松砂石GJ45-102.52.53.046.3810堅土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-102.52.52.637.3613、114巖石GJ45-102.52.53.021.87117巖石GJ45-15332.525.601110巖石GZ-15332.424.5810巖石GZF45-15332.525.6010巖石2GJ45-15332.626.6210巖石2GJ90-153.53.53.041.0710巖石2GZ-15332.626.6210巖石GZ-18332.828.6710巖石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GZF4、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總計堅土凍方量（m3）堅土非凍方量（m3）松砂石凍方量（m3）基數(shù)（基）松砂石非凍方量（m3）巖石凍方量（m3）209854.7489.25681907321032卡盤基礎(chǔ)非凍方量合計（m3）基礎(chǔ)型式二（樁基礎(chǔ)）樁土方量（m）凍方量總計（m3）非凍方量總計（m3）樁直徑（m）樁高（m）00.40.70.000000.51.30.005、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鋼6、鋼管管桿桿基基礎(chǔ)礎(chǔ)土土方方量量計計算算表表（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巖石非凍方量（m3）流沙凍方量（m3）流沙非凍方量（m4）10324142138302124351755175