护岸工程量计算表.xlsx

1、编号 工程名称长度(m)基基础础数数据据(m)(m)顶宽总高压顶厚基础高前坡后坡放坡1*护岸10000.62.00.10.50.200.2200.62.50.10.50.2500.25300.63.00.10.50.2500.25400.63.50.10.50.20.10.3500.64.00.10.50.30.10.4600.64.50.10.50.30.10.4700.65.00.10.50.30.10.4800.65.50.10.50.30.10.4900.66.00.10.50.30.10.41000.66.50.10.50.30.10.41111合合计计10001000编号项目名称单

2、位数量单价合价(元)备注公公用用1土方开挖 机挖m3850.006.485508.002堤后回填 夯填m32125.0014.7931428.753弃土外运m31275.0018.6723804.254沥青杉板沉降缝m2127.03108.1713740.755110UPVC排水管m420.0030.7112898.206抽水 2.2w台班200.00121.1924238.007编织代装土围堰m32112.00 122.49258698.88砌砌石石堤堤+压压顶顶8M7.5浆砌块石墙m3#DIV/0!313.03#DIV/0!9M7.5浆砌块石基础m3850.00296.27251829.5

3、010C15砼压顶m361.00451.0127511.6111胶合木模板m2201.9832.406544.1512合合计计#DIV/0!#DIV/0!砌砌石石堤堤+压压顶顶+埋埋石石砼砼基基础础8M7.5浆砌块石墙m3#DIV/0!313.03#DIV/0!9C15埋石砼基础 埋石率20%m3850.00398.56338776.0010C15砼压顶m361.00451.0127511.6111胶合木模板m21201.9832.4038944.151212合合计计#DIV/0!#DIV/0!全全埋埋石石8C15埋石砼墙 埋石率20%m31125.00 379.89427376.259C15

4、埋石砼基础 埋石率20%m3850.00398.56338776.0010胶合木模板m24029.7132.40130562.601111合合计计1267031.691267031.69工工程程量量中中间间值值公用基础前扩大基础后扩大基础底坡 上墙底宽 基础底宽 基础最高土方开挖(m3)堤后回填(m3)弃土外运(m3)沉降缝100.5 0.300.901.700.50850.002125.001275.00195.530.5 0.301.101.900.500.5 0.301.232.030.500.5 0.301.502.300.500.5 0.30.12.002.800.780.5 0.3

5、0.12.203.000.800.5 0.30.12.403.200.820.5 0.30.12.603.400.840.5 0.30.12.803.600.860.5 0.30.13.003.800.88850.00850.002125.002125.001275.001275.00127.03127.03砌石堤+压顶砌石堤+压顶+埋石砼基础排水管2抽水(台班)围堰(m3)M7.5浆砌石墙(m3)M7.5浆砌石基础(m3)C15砼压顶(m3)模板(m2)M7.5浆砌石墙(m3)埋石砼基础(m3)420.00200.001939.201064.00850.0061.00201.981064.0

6、0850.00420.00420.00200.00200.002112.002112.001064.001064.00850.00850.0061.0061.00201.98201.981064.001064.00850.00850.00工工程程量量全埋石C15砼压顶(m3)模板(m2)埋石砼墙(m3)埋石砼基础(m3)模板(m2)61.001201.981125.00850.004029.7161.0061.001201.981201.981125.001125.00850.00850.004029.714029.71砌石堤+压顶+埋石砼基础护护岸岸方方案案技技术术经经济济比比选选表表序号工

7、程或费用名称砌石堤+砼压顶砌石堤+砼压顶+埋石砼基础埋石砼护岸单位 数量 单价(元)合价(元)数量 单价(元)合价(元)数量 单价(元)1土方开挖 机挖m30.856.485.51 0.856.485.51 0.856.482堤后回填 夯填m32.1314.7931.43 2.1314.7931.43 2.1314.793弃土外运m31.2818.6723.80 1.2818.6723.80 1.2818.674沥青杉板沉降缝m20.20108.1721.15 0.20108.1721.15 0.20108.175110UPVC排水管m0.4230.7112.90 0.4230.7112.90

8、 0.4230.716M7.5浆砌块石墙m31.06313.03333.06 1.06313.03333.06313.037M7.5浆砌块石基础m30.85296.27251.83296.270.00296.278C15砼压顶m30.06451.0127.51 0.06451.0127.51451.019胶合木模板m31.2032.4038.94 1.2032.4038.94 4.0332.4010C15埋石砼墙 埋石率20%m3379.890.00379.890.00 1.13379.8911C15埋石砼基础 埋石率20%m3398.560.00 0.85398.56338.78 0.85398.5612可比投资合计元746.14833.0813差差 值值元86.9586.95158.42合价(元)5.5131.4323.8021.1512.900.000.000.00130.56427.38338.78991.50245.37埋石砼护岸