公路工程劳务分包指导价

中铁港航局公路工程项目劳务分包指导价,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

编号,项目名称,单位,基准价,各地区指导价,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,费用组成,计量规则,工作内容,备注

,,,,京,津,沪,渝,翼,晋,蒙,辽,吉,黑,苏,浙,皖,闽,赣,鲁,豫,鄂,湘,粤,桂,琼,川（不含甘孜、凉山）,贵,云,藏,陕,甘,青,宁,新,,,,

GZZ01,总则,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GLJ02,路基工程,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GLJ0201,清理与拆除,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GLJ0201001,清除表土,m2,0.64,0.66,0.65,0.65,0.70,0.72,0.67,0.74,0.71,0.72,0.74,0.63,0.63,0.64,0.64,0.62,0.64,0.63,0.63,0.67,0.64,0.63,0.68,0.70,0.73,0.72,0.87,0.65,0.70,0.76,0.76,0.82,单价包含全部费用,在设计范围内，按照实际完成平方数计量,场地清理，放边界线，推土机(挖掘机）推/挖表土，将表土移出路基范围以外或汇集，原地面平整、压路机压实原地面至设计要求。,

GLJ0201002,砍伐及挖树根,棵,9.63,9.71,9.29,10.05,8.18,9.03,8.52,9.20,8.78,8.95,9.03,9.20,9.12,8.26,8.61,8.09,8.52,8.09,8.35,8.26,9.63,8.01,8.78,8.01,7.92,8.09,10.22,8.18,8.86,10.22,8.86,10.39,单价包含全部费用,按照实际挖除树根的棵数计算,挖除、砍伐、截锯、移运、堆放胸径大于15cm的树木，填平、夯实坑穴。,

GLJ0201003,人工清淤,m3,38.05,38.38,36.70,39.73,32.32,35.69,33.67,36.36,34.68,35.35,35.69,36.36,36.03,32.66,34.01,31.99,33.67,31.99,33.00,32.66,38.05,31.65,34.68,31.65,31.31,31.99,40.40,32.32,35.02,40.40,35.02,41.08,单价包含全部费用,按照实际清淤方量计算,清、装淤泥，修理边底（不含运输）。,

GLJ0201004,拆除碎石路面,m3,15.26,15.39,14.72,15.93,12.96,14.31,13.50,14.58,13.91,14.18,14.31,14.58,14.45,13.10,13.64,12.83,13.50,12.83,13.23,13.10,15.26,12.69,13.91,12.69,12.56,12.83,16.20,12.96,14.04,16.20,14.04,16.47,单价包含全部费用,按实际完成量计算,揭板、凿除旧路面，弃碴装车，清除到路基以外，场地清理、整平等全部工序的工作。,

GLJ0201005,拆除沥青混凝土路面（8cm）,m2,2.83,2.85,2.73,2.95,2.40,2.65,2.50,2.70,2.58,2.63,2.65,2.70,2.68,2.43,2.53,2.38,2.50,2.38,2.45,2.43,2.83,2.35,2.58,2.35,2.33,2.38,3.00,2.40,2.60,3.00,2.60,3.05,单价包含全部费用,按实际挖除路面平面面积计算,揭板、凿除旧路面，弃碴装车，清除到路基以外，场地清理、整平等全部工序的工作。,不同厚度需折算

GLJ0201006,拆除混凝土路面（20cm）,m2,10.17,10.26,9.81,10.62,8.64,9.54,9.00,9.72,9.27,9.45,9.54,9.72,9.63,8.73,9.09,8.55,9.00,8.55,8.82,8.73,10.17,8.46,9.27,8.46,8.37,8.55,10.80,8.64,9.36,10.80,9.36,10.98,单价包含全部费用,按实际挖除路面平面面积计算,揭板、凿除旧路面，弃碴装车，清除到路基以外，场地清理、整平等全部工序的工作。,不同厚度需折算

GLJ0201007,拆除钢筋混凝土结构,m3,146.90,148.20,141.70,153.40,124.80,137.80,130.00,140.40,133.90,136.50,137.80,140.40,139.10,126.10,131.30,123.50,130.00,123.50,127.40,126.10,146.90,122.20,133.90,122.20,120.90,123.50,156.00,124.80,135.20,156.00,135.20,158.60,单价包含全部费用,按拆除构筑物实际尺寸体积计算,撬除或凿除圬工，弃碴装车，清除到路基以外，场地清理、整平等全部工序的工作。,

GLJ0201008,拆除混凝土结构,m3,92.66,93.48,89.38,96.76,78.72,86.92,82.00,88.56,84.46,86.10,86.92,88.56,87.74,79.54,82.82,77.90,82.00,77.90,80.36,79.54,92.66,77.08,84.46,77.08,76.26,77.90,98.40,78.72,85.28,98.40,85.28,100.04,单价包含全部费用,按拆除构筑物实际尺寸体积计算,撬除或凿除圬工，弃碴装车，清除到路基以外，场地清理、整平等全部工序的工作。,

GLJ0201009,拆除砖、石及其他砌体结构,m3,35.00,35.31,33.76,36.55,29.73,32.83,30.97,33.45,31.90,32.52,32.83,33.45,33.14,30.04,31.28,29.42,30.97,29.42,30.35,30.04,35.00,29.12,31.90,29.12,28.81,29.42,37.17,29.73,32.21,37.17,32.21,37.79,单价包含全部费用,按拆除构筑物实际尺寸体积计算,撬除或凿除圬工，弃碴装车，清除到路基以外，场地清理、整平等全部工序的工作。,

GLJ0202,路基土、石方,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GLJ0202001,人工挖土方,m3,16.66,16.80,16.07,17.39,14.15,15.62,14.74,15.92,15.18,15.48,15.62,15.92,15.77,14.30,14.89,14.00,14.74,14.00,14.45,14.30,16.66,13.86,15.18,13.86,13.71,14.00,17.69,14.15,15.33,17.69,15.33,17.98,单价包含全部费用,按设计图示开挖断面尺寸体积计算,挖土、将土方弃运至工作面20米外、工作面清理等全部工作内容。,

GLJ0202002,挖掘机挖土,m3,2.86,2.95,2.92,2.89,3.10,3.19,2.98,3.28,3.16,3.22,3.32,2.82,2.79,2.86,2.86,2.76,2.82,2.79,2.79,3.01,2.86,2.79,3.04,3.10,3.28,3.19,3.93,2.89,3.13,3.41,3.38,3.65,单价包含全部费用,按设计图示开挖断面尺寸体积计算,施工准备、就位、开挖工作面、挖、卸，土方堆放、整修，修整、清理工作面等全部工作内容。,不含运费

GLJ0202003,挖掘机挖装淤泥,m3,10.90,11.25,11.13,10.90,11.95,12.19,11.37,12.54,12.19,12.42,12.66,10.78,10.67,10.90,10.90,10.55,10.78,10.67,10.67,11.49,10.90,10.67,11.60,11.84,12.54,12.19,15.00,11.02,11.95,13.13,12.89,13.95,单价包含全部费用,按设计图示开挖断面尺寸体积计算,施工准备，挖、装、自卸汽车运距1Km内、卸、排水，空回，弃方堆放、整修，清理工作面等全部工序的工作。,

GLJ0202004,利用土填方,m3,4.33,4.37,4.17,4.52,3.68,4.06,3.83,4.14,3.94,4.02,4.06,4.14,4.10,3.72,3.87,3.64,3.83,3.64,3.75,3.72,4.33,3.60,3.94,3.60,3.56,3.64,4.60,3.68,3.98,4.60,3.98,4.67,单价包含全部费用,按照设计图示压实后断面尺寸体积计算,施工准备，原地面清表、填前压实、分层填筑、整平、翻晒、洒水、压实，排水；路面及边坡修整、清理余土等全部工作内容。,

GLJ0202005,利用土改良路拌填方,m3,11.16,11.26,10.77,11.66,9.48,10.47,9.88,10.67,10.18,10.37,10.47,10.67,10.57,9.58,9.98,9.39,9.88,9.39,9.68,9.58,11.16,9.29,10.18,9.29,9.19,9.39,11.86,9.48,10.28,11.86,10.28,12.05,单价包含除改良添加材料费用以外的全部费用,按填方设计断面压实后体积计算,分层摊铺、散布掺合料、拌合、平整、压实、修整路堤边坡及路面、取水洒水或翻晒、清理余土等全部工序的工作。,

GLJ0202006,利用土改良场拌填方,m3,12.75,13.15,12.88,13.01,13.28,13.81,12.75,14.21,13.55,13.81,14.08,12.62,12.48,12.35,12.48,11.95,12.48,12.08,12.22,12.88,12.75,11.95,13.28,13.15,13.68,13.55,16.73,12.48,13.55,14.61,14.48,15.94,单价包含除改良添加材料费用以外的全部费用,按填方设计断面压实后体积计算,改良土的集中拌合、出料、装运1km，分层摊铺、整平、碾压，修整边坡，清理余土等。,

GLJ0202007,借土填方,m3,9.63,9.95,9.84,9.63,10.46,10.77,10.05,11.09,10.77,10.88,11.19,9.53,9.43,9.63,9.63,9.32,9.53,9.43,9.43,10.15,9.63,9.43,10.26,10.46,11.09,10.77,13.26,9.74,10.57,11.60,11.40,12.33,单价包含除超过1km的运输费、土资源费外的全部费用。,按填方设计断面压实后体积计算,挖土、装车、运输、卸土、铺筑、整平、分层碾压、修整边坡、清理余土、1km内土方运输等全部工序。,

GLJ0202008,自卸汽车运土方运距≤1km,m3,3.52,3.64,3.60,3.52,3.91,3.98,3.72,4.10,3.98,4.06,4.17,3.49,3.45,3.56,3.56,3.45,3.52,3.49,3.49,3.75,3.52,3.49,3.79,3.91,4.14,4.02,4.90,3.60,3.91,4.29,4.21,4.56,单价包含全部费用。,按照天然密实体积计算,施工准备、等待装车、运、卸、空回等全部工作内容,

GLJ0202009,自卸汽车运土方每增运1km运距≤5km,m³.km,0.94,0.97,0.96,0.94,1.04,1.06,0.99,1.09,1.06,1.08,1.11,0.93,0.92,0.95,0.95,0.92,0.94,0.93,0.93,1.00,0.94,0.93,1.01,1.04,1.10,1.07,1.31,0.96,1.04,1.14,1.12,1.21,单价包含全部费用。,按照天然密实体积和超运距计算,运输、空回等全部作。,

GLJ0202010,自卸汽车运土方每增运1km运距＞5km,m³.km,0.85,0.87,0.86,0.85,0.94,0.96,0.89,0.98,0.96,0.98,1.00,0.84,0.83,0.86,0.86,0.83,0.85,0.84,0.84,0.90,0.85,0.84,0.91,0.94,0.99,0.97,1.18,0.86,0.94,1.03,1.01,1.09,单价包含全部费用。,按照天然密实体积和超运距计算,运输、空回等全部工作。,

GLJ0202011,人工挖软石,m3,23.13,23.34,22.31,24.15,19.65,21.70,20.47,22.11,21.08,21.49,21.70,22.11,21.90,19.86,20.67,19.45,20.47,19.45,20.06,19.86,23.13,19.24,21.08,19.24,19.04,19.45,24.56,19.65,21.29,24.56,21.29,24.97,单价包含全部费用，指无法采用机械施工的特殊地段。,按设计图示石方开挖断面尺寸计算开挖体积,开挖、解小，装、运50m、卸，排水；弃方或利用方堆放、整理；修整边坡、清理工作面等全部工作内容。,

GLJ0202012,挖掘机挖软石,m3,4.66,4.81,4.76,4.66,5.16,5.26,4.91,5.41,5.26,5.36,5.52,4.60,4.55,4.71,4.71,4.55,4.66,4.60,4.60,4.96,4.66,4.60,5.01,5.16,5.46,5.31,6.48,4.76,5.16,5.67,5.57,6.02,单价包含全部费用。,按设计图示石方开挖断面尺寸计算开挖体积,施工准备；挖掘机就位、炮筒配合开挖，修整边坡、清理工作面等全部工作内容。,

GLJ0202013,常规爆破开挖软石,m3,6.41,6.62,6.55,6.41,7.11,7.25,6.76,7.46,7.25,7.39,7.60,6.34,6.27,6.48,6.48,6.27,6.41,6.34,6.34,6.83,6.41,6.34,6.90,7.11,7.53,7.32,8.92,6.55,7.11,7.81,7.67,8.29,单价包含全部费用。,按实测爆破的路基石方断面尺寸计算,打眼、爆破、清理（包括解小），挖掘机就位、开挖工作面、挖、修整边坡、清理工作面等全部工序的工作。,

GLJ0202014,常规爆破开挖次坚石,m3,8.63,8.91,8.82,8.63,9.57,9.76,9.10,10.04,9.76,9.94,10.22,8.54,8.44,8.72,8.72,8.44,8.63,8.54,8.54,9.19,8.63,8.54,9.29,9.57,10.13,9.85,12.01,8.82,9.57,10.51,10.32,11.16,单价包含全部费用。,按实测爆破的路基石方断面尺寸计算,打眼、爆破、清理（包括解小），挖掘机就位、开挖工作面、挖、修整边坡、清理工作面等全部工序的工作。,

GLJ0202015,常规爆破开挖坚石,m3,9.51,9.82,9.72,9.51,10.55,10.75,10.03,11.06,10.75,10.96,11.27,9.41,9.31,9.62,9.62,9.31,9.51,9.41,9.41,10.13,9.51,9.41,10.24,10.55,11.17,10.86,13.24,9.72,10.55,11.58,11.37,12.30,单价包含全部费用。,按实测爆破的路基石方断面尺寸计算,打眼、爆破、清理（包括解小），挖掘机就位、开挖工作面、挖、修整边坡、清理工作面等全部工序的工作。,

GLJ0202016,控制（预裂）爆破软石,m3,12.49,12.90,12.77,12.49,13.85,14.12,13.17,14.53,14.12,14.39,14.80,12.36,12.22,12.63,12.63,12.22,12.49,12.36,12.36,13.31,12.49,12.36,13.44,13.85,14.67,14.26,17.38,12.77,13.85,15.21,14.94,16.16,单价包含全部费用。,按挖方天然体积断面计算,要点封锁线路、警戒检查、消点开通线路、改装药包，处理盲炮，钻孔、装药、爆破、解小、清理，修整边坡及底面等全部工作内容。,

GLJ0202017,控制（预裂）爆破次坚石,m3,13.86,14.32,14.17,13.86,15.37,15.67,14.62,16.12,15.67,15.97,16.43,13.71,13.56,14.02,14.02,13.56,13.86,13.71,13.71,14.77,13.86,13.71,14.92,15.37,16.28,15.82,19.29,14.17,15.37,16.88,16.58,17.93,单价包含全部费用。,按照挖方天然密实体积计算,要点封锁线路、警戒检查、消点开通线路、改装药包，处理盲炮，钻孔、装药、爆破、解小、清理，修整边坡及底面等全部工作内容,

GLJ0202018,控制（预裂）爆破坚石,m3,15.23,15.72,15.56,15.23,16.88,17.21,16.05,17.71,17.21,17.54,18.04,15.06,14.90,15.39,15.39,14.90,15.23,15.06,15.06,16.22,15.23,15.06,16.38,16.88,17.87,17.38,21.18,15.56,16.88,18.54,18.21,19.69,单价包含全部费用。,按照挖方天然密实体积计算,要点封锁线路、警戒检查、消点开通线路、改装药包，处理盲炮，钻孔、装药、爆破、解小、清理，修整边坡及底面等全部工作内容。,

GLJ0202019,利用石方填筑,m3,4.21,4.35,4.30,4.26,4.52,4.66,4.35,4.79,4.66,4.75,4.88,4.17,4.12,4.17,4.21,4.08,4.17,4.08,4.12,4.39,4.21,4.08,4.44,4.52,4.75,4.66,5.69,4.21,4.57,5.06,4.88,5.33,单价包含全部费用。,按照设计断面压实后体积计算,原地面清表、解小并分层摊平、羊足碾碾压、压路机压实、修整路堤边坡及路面，洒水等。,

GLJ0202020,路基级配碎石拌合路拌,m3,5.12,5.28,5.23,5.12,5.61,5.72,5.34,5.89,5.72,5.83,6.00,5.06,5.01,5.12,5.12,4.95,5.06,5.01,5.01,5.39,5.12,5.01,5.45,5.61,5.89,5.78,7.04,5.17,5.61,6.16,6.05,6.55,除碎石、水泥外的全部费用,按路基设计图示压实断面方计算,施工准备，配料、上料、拌制、装车，设备及场地清理等全部工作内容.,

GLJ0202021,路基级配碎石拌合厂拌,m3,7.92,8.17,8.00,8.09,8.33,8.58,8.09,8.83,8.58,8.75,8.91,7.84,7.76,7.76,7.84,7.51,7.76,7.59,7.59,8.09,7.92,7.59,8.25,8.25,8.66,8.50,10.40,7.76,8.42,9.41,8.99,9.90,除碎石、水泥外的全部费用,按路基设计图示压实断面方计算,施工准备，配料、上料、拌制、装车，设备及场地清理等全部工作内容,

GLJ0202022,路基级配碎石填筑、碾压,m3,4.57,4.71,4.67,4.62,4.91,5.05,4.71,5.20,5.05,5.15,5.30,4.52,4.47,4.52,4.57,4.42,4.52,4.42,4.47,4.76,4.57,4.42,4.81,4.91,5.15,5.05,6.17,4.57,4.96,5.49,5.30,5.78,单价包含全部费用,按设计路基断面尺寸计算压实方方量,施工准备，分层摊铺、推平、碾压、整平，养护，路面及边坡修整等全部工作内容,

GLJ0202023,自卸汽车运石方运距≤1km,m3,5.00,5.16,5.11,5.00,5.54,5.65,5.27,5.82,5.65,5.76,5.92,4.95,4.89,5.05,5.05,4.89,5.00,4.95,4.95,5.33,5.00,4.95,5.38,5.54,5.87,5.71,6.96,5.11,5.54,6.09,5.98,6.47,单价包含全部费用,按照天然密实体积计算,装、运、卸、空回，运距1km内全部工作。,

GLJ0202024,自卸汽车运石方每增运1km,m³.km,1.13,1.17,1.16,1.13,1.25,1.28,1.19,1.32,1.28,1.30,1.34,1.12,1.11,1.14,1.14,1.11,1.13,1.12,1.12,1.21,1.13,1.12,1.22,1.25,1.33,1.29,1.57,1.16,1.25,1.38,1.35,1.46,单价包含全部费用,按照天然密实体积和超运距计算,运输、空回全部工序。,

GLJ0203,软土地基处理,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GLJ0203001,抛填石（片石）,m3,7.90,8.15,7.98,8.07,8.31,8.56,8.07,8.81,8.56,8.72,8.89,7.82,7.74,7.74,7.82,7.49,7.74,7.57,7.57,8.07,7.90,7.57,8.23,8.23,8.64,8.48,10.37,7.74,8.39,9.38,8.97,9.88,单价包含除片石、石碴外的全部费用,按实际抛填压实断面尺寸计算,人工配合机械抛填片石、填隙石屑或小石块、整平、碾压等全部工序。,

GLJ0203002,砂垫层、砂砾垫层,m3,5.53,5.70,5.59,5.64,5.70,5.99,5.59,6.10,5.93,6.04,6.16,5.42,5.36,5.36,5.42,5.19,5.36,5.24,5.30,5.59,5.53,5.24,5.70,5.70,5.93,5.81,7.18,5.42,5.87,6.50,6.16,6.84,单价包含除砂、砂砾外的全部费用,按设计图示压实断面尺寸计算,装、运、铺筑、整平、分层碾压等全部工序。,

GLJ0203003,碎（砾）石垫层,m3,5.63,5.81,5.69,5.69,5.99,6.17,5.75,6.35,6.17,6.29,6.46,5.57,5.51,5.57,5.57,5.40,5.51,5.46,5.46,5.81,5.63,5.40,5.93,5.99,6.29,6.11,7.53,5.57,6.05,6.70,6.46,7.06,单价包含除碎石外的全部费用,按设计图示压实断面尺寸计算,装、运、铺筑、整平、分层碾压等全部工序。,

GLJ0203004,塑料排水板,m,0.80,0.81,0.77,0.84,0.68,0.75,0.71,0.76,0.73,0.74,0.75,0.76,0.76,0.69,0.72,0.67,0.71,0.67,0.69,0.69,0.80,0.67,0.73,0.67,0.66,0.67,0.85,0.68,0.74,0.85,0.74,0.86,单价包含除塑料排水板外的全部费用,按实际施作塑料排水板的长度计算,桩机就位、穿剪塑料排水板、安桩靴、打拔钢管，起重机、桩机移位等全部工序。,

GLJ0203005,水泥搅拌桩,m,10.02,10.34,10.13,10.23,10.54,10.86,10.23,11.17,10.86,11.07,11.28,9.92,9.81,9.81,9.92,9.50,9.81,9.60,9.60,10.23,10.02,9.60,10.44,10.44,10.96,10.75,13.15,9.81,10.65,11.90,11.38,12.53,单价包含除水泥外的全部费用,按现场实际施工的有效桩长计算，不计空桩,桩机就位、喷浆、钻进、搅拌、提升、成桩、重复喷浆钻进搅拌、重复搅拌提升、复喷、桩机移位、清理场地及配合检测等全部工序。,

GLJ0203006,旋喷桩（桩径≤φ60cm）,m,39.24,40.06,39.65,39.65,41.28,42.51,40.06,43.74,42.51,43.33,44.15,38.42,38.01,38.42,38.42,37.20,38.01,37.61,37.61,40.06,39.24,37.61,40.88,41.28,42.92,42.10,51.91,38.42,41.69,46.19,44.55,49.05,单价包含除水泥外的全部费用,按现场实际施工的有效桩长计算,施工准备、桩机进出场、就位；钻孔，水泥浆拌制、喷射、提升、复喷、成桩完毕，桩机移位；泥浆清理、场地清整；配合检测等全部工作内容,

GLJ0203007,粉喷桩（桩径≤φ50cm）,m,8.50,8.76,8.59,8.68,8.76,9.20,8.59,9.38,9.11,9.29,9.46,8.32,8.24,8.24,8.32,7.97,8.24,8.06,8.15,8.59,8.50,8.06,8.76,8.76,9.11,8.94,11.04,8.32,9.03,9.99,9.46,10.52,单价包含除水泥以外的全部费用,按现场实际施工的有效桩长计算,施工准备、桩机进出场、移位、对位、井架调直；钻进，提升喷灰、不喷灰提钻、复喷、成桩完毕、场地清整；灰罐上料、配合检测等全部工作内容。,

GLJ0203008,挤密碎石桩,m,10.57,10.80,10.68,10.57,11.24,11.58,10.80,11.91,11.58,11.80,12.13,10.35,10.24,10.46,10.46,10.13,10.35,10.24,10.24,10.91,10.57,10.13,11.13,11.24,11.80,11.58,14.14,10.46,11.35,12.58,12.13,13.24,单价包含除砂（碎石）以外的全部费用,按现场实际施工的有效桩长计算,桩机就位、打拔钢管、灌砂（碎石）、桩机移位、清理工作面等全部工序。,

GLJ0203009,挤密砂桩（φ≤80cm）,m,12.92,13.19,13.06,12.92,13.74,14.14,13.19,14.55,14.14,14.42,14.82,12.65,12.51,12.78,12.78,12.38,12.65,12.51,12.51,13.33,12.92,12.38,13.60,13.74,14.42,14.14,17.27,12.78,13.87,15.37,14.82,16.18,单价包含除砂以外的全部费用,按现场实际施工的有效桩长计算,桩机就位、打拔钢管、灌砂（碎石）、桩机移位、清理工作面等全部工序,

GLJ0203010,PHC预应力管桩(Φ≤30cm),m,13.81,14.25,13.96,13.81,14.84,15.28,14.25,15.72,15.28,15.57,16.01,13.51,13.37,13.66,13.81,13.22,13.66,13.37,13.51,14.40,13.81,13.37,14.54,14.84,15.72,15.28,18.66,13.81,14.98,16.60,16.01,17.48,单价包含除管桩以外全部费用,按设计图示尺寸以桩长计量,施工准备、机具就位，安卸桩帽、吊桩定位、压（打）桩、送桩、截桩、接桩，桩机移位、场地清理等全部工作内容。,

GLJ0203011,PHC预应力管桩（φ≤50cm）,m,15.70,16.20,32.90,49.60,66.30,83.00,99.70,116.40,133.10,149.80,166.50,183.20,199.90,216.60,233.30,250.00,266.70,283.40,300.10,316.80,333.50,350.20,366.90,383.60,400.30,417.00,433.70,450.40,467.10,483.80,500.50,517.20,单价包含除管桩以外全部费用,按设计图示尺寸以桩长计量,施工准备、机具就位，安卸桩帽、吊桩定位、压（打）桩、送桩、截桩、接桩，桩机移位、场地清理等全部工作内容。,

GLJ0203012,PHC预应力管桩（φ≤55cm）,m,17.68,18.24,37.04,55.84,74.64,93.44,112.24,131.04,149.84,168.64,187.44,206.24,225.04,243.84,262.64,281.44,300.24,319.04,337.84,356.64,375.44,394.24,413.04,431.84,450.64,469.44,488.24,507.04,525.84,544.64,563.44,582.24,单价包含除管桩以外全部费用,按设计图示尺寸以桩长计量,施工准备、机具就位，安卸桩帽、吊桩定位、压（打）桩、送桩、截桩、接桩，桩机移位、场地清理等全部工作内容。,

GLJ0203013,CFG桩长螺旋法（Φ≤50cm）,m,18.66,19.25,18.86,18.66,20.05,20.64,19.25,21.24,20.64,21.04,21.64,18.46,18.26,18.46,18.66,17.87,18.46,18.06,18.26,19.45,18.66,18.06,19.65,20.05,21.24,20.64,25.21,18.66,20.25,22.43,21.64,23.62,单价包含除主材费外的全部费用,实际桩底标高至设计桩顶标高之间的长度,准备机具、移动桩机、桩机校测、钻孔，搅拌和泵送砼，清理钻孔余土，并运至现场50m以外指定地点，切割桩头。,

GLJ0203014,CFG桩振动沉管法（Φ≤50cm）,m,15.57,16.06,15.73,15.57,16.73,17.22,16.06,17.72,17.22,17.55,18.05,15.40,15.24,15.40,15.57,14.90,15.40,15.07,15.24,16.23,15.57,15.07,16.39,16.73,17.72,17.22,21.03,15.57,16.89,18.71,18.05,19.71,单价包含除主材费外的全部费用,实际桩底标高至设计桩顶标高之间的长度,准备机具、移动桩机、桩机校测、钻孔，搅拌和泵送砼，清理钻孔余土，并运至现场50m以外指定地点，切割桩头。,

GLJ0203015,CFG桩桩帽施工,根,38.14,38.48,36.79,39.83,32.40,35.78,33.75,36.45,34.76,35.44,35.78,36.45,36.11,32.74,34.09,32.06,33.75,32.06,33.08,32.74,38.14,31.73,34.76,31.73,31.39,32.06,40.50,32.40,35.10,40.50,35.10,41.18,单价包含除砼材料费外的全部费用,按照设计数量计算。,桩头打磨、土方开挖、回填、夯实、桩头割除、立桩帽模板、砼灌注、养护、配合检测等全部工序。,

GLJ0203016,CFG桩桩头割除,根·次,10.93,11.02,10.54,11.41,9.28,10.25,9.67,10.44,9.96,10.15,10.25,10.44,10.35,9.38,9.77,9.19,9.67,9.19,9.48,9.38,10.93,9.09,9.96,9.09,8.99,9.19,11.60,9.28,10.06,11.60,10.06,11.80,单价包含人工、材料、机械等全部费用。,按现场实际完成桩头的个数进行计量,使用专用电锯完成，桩头破除的切面需平滑，破除桩头的施工中不得扰动CFG桩桩间土，桩头破除完毕后，将废料及杂物集中堆放等全部工序的工作。,

GLJ0203017,土工布,m2,0.54,0.55,0.52,0.57,0.46,0.51,0.48,0.52,0.49,0.50,0.51,0.52,0.51,0.47,0.48,0.46,0.48,0.46,0.47,0.47,0.54,0.45,0.49,0.45,0.45,0.46,0.58,0.46,0.50,0.58,0.50,0.59,单价包含除土工材料费以外的全部费用,按设计平面面积计算，不考虑拼接/搭接,整平路基、挖填锚固沟、铺设、缝合、锚固土工布等全部工序。,

GLJ0203018,土工格栅,m2,0.62,0.63,0.60,0.65,0.53,0.58,0.55,0.59,0.57,0.58,0.58,0.59,0.59,0.53,0.56,0.52,0.55,0.52,0.54,0.53,0.62,0.52,0.57,0.52,0.51,0.52,0.66,0.53,0.57,0.66,0.57,0.67,单价包含除土工格栅材料费以外的全部费用,按设计平面面积计算，不考虑拼接/搭接,整平路基、挖填锚固沟、铺设、缝合、锚固土工布等全部工序。,

GLJ0203019,土工膜（两布一膜）,m2,0.73,0.74,0.71,0.77,0.62,0.69,0.65,0.70,0.67,0.68,0.69,0.70,0.70,0.63,0.66,0.62,0.65,0.62,0.64,0.63,0.73,0.61,0.67,0.61,0.60,0.62,0.78,0.62,0.68,0.78,0.68,0.79,单价包含除土工膜材料费以外的全部费用,按设计平面面积计算，不考虑拼接/搭接,整平路基、挖填锚固沟、铺设、缝合、锚固土工布等全部工序。,

GL0401005,反滤层碎石,m3,10.00,10.09,9.65,10.44,8.50,9.38,8.85,9.56,9.12,9.29,9.38,9.56,9.47,8.58,8.94,8.41,8.85,8.41,8.67,8.58,10.00,8.32,9.12,8.32,8.23,8.41,10.62,8.50,9.20,10.62,9.20,10.80,单价包含除碎石外的全部费用,按设计断面尺寸及实际量测长度计算的体积计量,沟槽开挖、清底，碎石填筑、平整等工作。,

GLJ0204,排水与防护,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

GL0204001,浆砌片（块）石边沟、排水沟、截水沟,m3,110.69,111.67,106.77,115.59,94.04,103.83,97.96,105.79,100.89,102.85,103.83,105.79,104.81,95.02,98.94,93.06,97.96,93.06,96.00,95.02,110.69,92.08,100.89,92.08,91.10,93.06,117.55,94.04,101.87,117.55,101.87,119.51,单价包含除石料、砂浆外的全部费用,按设计图示尺寸计算圬工体积,沟槽开挖，垫层铺筑、压实，石料选择、整修、清洗，砂浆拌和、运输，砌筑、勾缝、安泄水孔、设置变形缝、养生，回填、夯实等全部工序。,

GL0204002,浆砌片（块）石急流槽,m3,110.69,111.67,106.78,115.59,94.04,103.84,97.96,105.80,100.90,102.86,103.84,105.80,104.82,95.02,98.94,93.06,97.96,93.06,96.00,95.02,110.69,92.08,100.90,92.08,91.10,93.06,117.55,94.04,101.88,117.55,101.88,119.51,单价包含除石料、砂浆外的全部费用,按设计图示尺寸计算圬工体积,沟槽开挖，垫层铺筑、压实，石料选择、整修、清洗，砂浆拌和、运输，砌筑、勾缝、安泄水孔、设置变形缝、养生，回填、夯实等全部工序。,

GL0204003,浆砌片石盲沟,m3,113.00,114.00,109.00,118.00,96.00,106.00,100.00,108.00,103.00,105.00,106.00,108.00,107.00,97.00,101.00,95.00,100.00,95.00,98.00,97.00,113.00,94.00,103.00,94.00,93.00,95.00,120.00,96.00,104.00,120.00,104.00,122.00,单价包含除石料、砂浆外的全部费用,按设计图示尺寸计算圬工体积,沟槽开挖，垫层铺筑、压实，石料选择、整修、清洗，砂浆拌和、运输，砌筑、勾缝、安泄水孔、设置变形缝、养生，回填、夯实等全部工序。,

GL0204004,现浇混凝土排水沟,m3,214.70,216.60,207.10,224.20,182.40,201.40,190.00,205.20,195.70,199.50,201.40,205.20,203.30,184.30,191.90,180.50,190.00,180.50,186.20,184.30,214.70,178.60,195.70,178.60,176.70,180.50,228.00,182.40,197.60,228.00,197.60,231.80,单价包含除砼外的全部费用,按设计断面尺寸及实际量测长度计算的体积计量,沟槽开挖、清底，模板制安拆、砼浇筑、养护安装泄水孔等工作。,

GL0204005,干砌片石护坡,m3,50.00,50.44,48.23,52.21,42.48,46.90,44.25,47.79,45.58,46.46,46.90,47.79,47.35,42.92,44.69,42.04,44.25,42.04,43.36,42.92,50.00,41.59,45.58,41.59,41.15,42.04,53.10,42.48,46.02,53.10,46.02,53.98,单价包含除片石、预埋泄水孔、伸缩缝以外的全部费用,按实际施工砌体尺寸计算体积,施工准备，搭、拆跳板，挂线、找平，选修片石，制作各种笼，装片石，安砌；排水孔、变形缝设置；场内材料运输、清理等全部工作内容。,

GL0204006,浆砌片（块）石护坡,m3,80.00,80.71,77.17,83.54,67.96,75.04,70.80,76.46,72.92,74.34,75.04,76.46,75.75,68.67,71.50,67.26,70.80,67.26,69.38,68.67,80.00,66.55,72.92,66.55,65.84,67.26,84.96,67.96,73.63,84.96,73.63,86.37,单价包含除片石、块石、砌筑砂浆外的全部费用,按实际施工圬工尺寸计算体积,坡面清理，垫层铺筑，搭拆跳板、挂线、找平、选修片石、砂浆拌和、运输，砌筑、勾缝、养生等全部工序。,

GL0204007,预制块护坡砼块预制,m3,180.80,182.40,174.40,188.80,153.60,169.60,160.00,172.80,164.80,168.00,169.60,172.80,171.20,155.20,161.60,152.00,160.00,152.00,156.80,155.20,180.80,150.40,164.80,150.40,148.80,152.00,192.00,153.60,166.40,192.00,166.40,195.20,单价包含除砼外的全部费用,按设计预制砼构件圬工体积计算,模板制作、安装、拆除、修理、涂刷脱模剂，混凝土配运料，拌和、运输、浇筑振捣、抹平、养生，块件堆放等。,

GL0204008,预制块护坡砼块铺砌,m3,80.00,80.71,77.17,83.54,67.96,75.04,70.80,76.46,72.92,74.34,75.04,76.46,75.75,68.67,71.50,67.26,70.80,67.26,69.38,68.67,80.00,66.55,72.92,66.55,65.84,67.26,84.96,67.96,73.63,84.96,73.63,86.37,单价包含除预制构件及砂浆以外的全部费用,按设计图示混凝土预制件圬工体积计算,坡面清理，垫层铺筑，搭拆脚手架、挂线、找平、砂浆拌和、运输，砌筑、勾缝、安泄水孔、设变形缝，养护、场地清理等全部工序。,

GL0204009,现浇混凝土护坡,m3,180.00,181.59,173.63,187.96,152.92,168.85,159.29,172.04,164.07,167.26,168.85,172.04,170.44,154.51,160.88,151.33,159.29,151.33,156.11,154.51,180.00,149.73,164.07,149.73,148.14,151.33,191.15,152.92,165.66,191.15,165.66,194.34,单价包含除砼外的全部费用,按照实际施工的设计体积计算,坡面基槽开挖及回填，脚手架搭拆，模板制安拆，混凝土浇筑及养护，收面及修面，反滤层或垫层铺设，变形缝、泄水管(孔)设置等全部工序的工作。,

GL0204010,浆砌片（块）石挡土墙,m3,75.00,75.66,72.35,78.32,63.72,70.35,66.37,71.68,68.36,69.69,70.35,71.68,71.02,64.38,67.04,63.05,66.37,63.05,65.04,64.38,75.00,62.39,68.36,62.39,61.73,63.05,79.65,63.72,69.03,79.65,69.03,80.97,单价包含除石料、砂浆外的全部费用,按照实际施工的设计体积计算,基坑开挖，选修石料，垫层铺筑，砂浆拌和、运输，搭拆脚手架，砌筑、勾缝、养生，沉降缝制作与填抹，排水孔安装等全部工序。,

GL0204011,浆砌条石挡土墙,m3,106.01,106.95,102.26,110.70,90.06,99.44,93.81,101.32,96.63,98.50,99.44,101.32,100.38,91.00,94.75,89.12,93.81,89.12,91.94,91.00,106.01,88.19,96.63,88.19,87.25,89.12,112.58,90.06,97.57,112.58,97.57,114.45,单价包含除石料、砂浆外的全部费用,按照实际施工的设计体积计算,基坑开挖，选修石料，垫层铺筑，砂浆拌和、运输，搭拆脚手架，砌筑、勾缝、养生，沉降缝制作与填抹，排水孔安装等全部工序。,

GL0204012,现浇混凝土挡土墙,m3,80.00,80.71,77.17,83.54,67.96,75.04,70.80,76.46,72.92,74.34,75.04,76.46,75.75,68.67,71.50,67.26,70.80,67.26,69.38,68.67,80.00,66.55,72.92,66.55,65.84,67.26,84.96,67.96,73.63,84.96,73.63,86.37,单价包含除砼、定型钢模板、预埋泄水孔、伸缩缝以外的所费用,按照实际施工的设计体积计算,基坑开挖、夯实、整形，垫层铺筑，安拆、维修模板，搭拆脚手架，混凝土灌注、震捣、养生，场地清理等全部工序，不含钢筋制作、安装。,

GL0204013,片石混凝土挡墙,m3,75.00,75.66,72.35,78.32,63.72,70.35,66.37,71.68,68.36,69.69,70.35,71.68,71.02,64.38,67.04,63.05,66.37,63.05,65.04,64.38,75.00,62.39,68.36,62.39,61.73,63.05,79.65,63.72,69.03,79.65,69.03,80.97,单价包含除片石、混凝土费用以外的全部费用,按照实际施工的设计体积计算,基坑开挖、夯实、整形，垫层铺筑，安拆、维修模板，搭拆脚手架，混凝土灌注、震捣、养生等全部工序，不含钢筋制作、安装。,

GL0204014,喷射砼,m2,22.76,22.96,21.95,23.77,19.34,21.35,20.14,21.75,20.75,21.15,21.35,21.75,21.55,19.54,20.34,19.13,20.14,19.13,19.74,19.54,22.76,18.93,20.75,18.93,18.73,19.13,24.17,19.34,20.95,24.17,20.95,24.57,单价包含除砼以外的全部费用,按实际喷射面积计算,搭、拆脚手架、坡面清理、嵌补、岩面冲洗，砼喷射、养护，收回弹料、场地清理等全部工作内容。,厚10cm，按厚度折算

GL0204015,砂浆锚杆,m,14.21,14.34,13.71,14.84,12.07,13.33,12.58,13.58,12.95,13.20,13.33,13.58,13.46,12.20,12.70,11.95,12.58,11.95,12.32,12.20,14.21,11.82,12.95,11.82,11.69,11.95,15.09,12.07,13.08,15.09,13.08,15.34,单价包含除锚杆以外的全部费用,按实际施工锚杆有效长度计量,原材料卸车，搭、拆脚手架、边坡修整，定位、钻孔、清孔，砂浆拌制、灌注，钢筋半成品装运卸，锚杆制作安装、锚固、封端等全部工作内容。,

GL0204016,预应力锚索综合,m,139.01,140.24,134.09,145.16,118.10,130.40,123.02,132.86,126.71,129.17,130.40,132.86,131.63,119.33,124.25,116.87,123.02,116.87,120.56,119.33,139.01,115.64,126.71,115.64,114.41,116.87,147.62,118.10,127.94,147.62,127.94,150.08,单价包含除锚索、锚具以外的全部费用,按设计图示预应力锚索长度计量,原材料卸车，施工准备、搭、拆脚手架，钻孔、清孔、坡面清理，预应力锚索制、安、张拉，材料倒运，浆液制作、压浆，锚固、封端等全部工作内容。,

GL0204016b1,锚索制作安装(φ110mm以内)土层,m,45.00,45.40,43.41,46.99,38.23,42.21,39.82,43.01,41.02,41.81,42.21,43.01,42.61,38.63,40.22,37.83,39.82,37.83,39.03,38.63,45.00,37.43,41.02,37.43,37.04,37.83,47.79,38.23,41.42,47.79,41.42,48.58,除锚索、锚具、孔内配件、水泥、砂的材料费以外的所有费用；,按实际入土深度计算,制作锚索及附件，清洗岩面，钻孔，制作砂浆，灌浆，锚索安装，锚固，运输材料，场地清理等。,

GL0204016b2,锚索制作安装(φ110mm以内)入岩增加费中风化,m,3,3.03,2.89,3.13,2.55,2.81,2.65,2.87,2.73,2.79,2.81,2.87,2.84,2.58,2.68,2.52,2.65,2.52,2.60,2.58,3.00,2.50,2.73,2.50,2.47,2.52,3.19,2.55,2.76,3.19,2.76,3.24,除锚索、锚具、孔内配件、水泥、砂的材料费以外的所有费用；,按实际入岩深度计算,制作锚索及附件，清洗岩面，钻孔，制作砂浆，灌浆，锚索安装，锚固，运输材料，场地清理等。,

GL0204016b3,锚索制作安装(φ110mm以内)入岩增加费微风化,m,8,8.07,7.72,8.35,6.80,7.50,7.08,7.65,7.29,7.43,7.50,7.65,7.58,6.87,7.15,6.73,7.08,6.73,6.94,6.87,8.00,6.65,7.29,6.65,6.58,6.73,8.50,6.80,7.36,8.50,7.36,8.64,除锚索、锚具、孔内配件、水泥、砂的材料费以外的所有费用；,按实际入岩深度计算,制作锚索及附件，清洗岩面，钻孔，制作砂浆，灌浆，锚索安装，锚固，运输材料，场地清理等。,

GL0204017,框架梁钢筋,t,570.65,575.70,550.45,595.90,484.80,535.30,505.00,545.40,520.15,530.25,535.30,545.40,540.35,489.85,510.05,479.75,505.00,479.75,494.90,489.85,570.65,474.70,520.15,474.70,469.65,479.75,606.00,484.80,525.20,606.00,525.20,616.10,单价包含除主材费用以外的全部费用,按设计图示尺寸计数重量，不计搭接、损耗,钢筋制作、运输、绑扎、焊接、就位安装等全部工序的工作。,

GL0204018,框架梁混凝土,m3,293.80,296.40,283.40,306.80,249.60,275.60,260.00,280.80,267.80,273.00,275.60,280.80,278.20,252.20,262.60,247.00,260.00,247.00,254.80,252.20,293.80,244.40,267.80,244.40,241.80,247.00,312.00,249.60,270.40,312.00,270.40,317.20,单价包含除砼以外的全部费用,按实际施工圬工尺寸计算体积,框架梁钢筋砼施工（自备模板），搭拆支架，制安拆模型、砼拌和、运输、浇筑、养生等。,

GL0204019,预应力锚杆Φ110mm,m,122.61,123.69,118.27,128.03,104.16,115.01,108.50,117.18,111.76,113.93,115.01,117.18,116.10,105.25,109.59,103.08,108.50,103.08,106.33,105.25,122.61,101.99,111.76,101.99,100.91,103.08,130.20,104.16,112.84,130.20,112.84,132.37,单价包含除压浆水泥、钢筋外的全部费用,按实际施工锚杆有效长度计量,边坡开挖，人工修整，刷坡平整，钻孔，锚杆制安、清孔、拌浆、压浆浆，封锚等全部工序。,

GL0204020,预应力锚杆Φ50mmmm,m,63.28,63.84,61.04,66.08,53.76,59.36,56.00,60.48,57.68,58.80,59.36,60.48,59.92,54.32,56.56,53.20,56.00,53.20,54.88,54.32,63.28,52.64,57.68,52.64,52.08,53.20,67.20,53.76,58.24,67.20,58.24,68.32,单价包含除压浆水泥、钢筋外的全部费用,按实际施工锚杆有效长度计量,边坡开挖，人工修整，刷坡平整，钻孔，锚杆制安、清孔、拌浆、压浆等全部工序。,

GL0204021,抗滑桩成孔（挖土方、排水）,m3,112.89,113.89,108.89,117.88,95.90,105.89,99.90,107.89,102.90,104.90,105.89,107.89,106.89,96.90,100.90,94.91,99.90,94.91,97.90,96.90,112.89,93.91,102.90,93.91,92.91,94.91,119.88,95.90,103.90,119.88,103.90,121.88,单价包含全部费用,按实际施工的有效圬工尺寸计算体积,人工挖土、抽水、通风、装土、提升、出料、弃于指定位置等全部工序的工作。,

GL0204022,抗滑桩成孔（挖石方、排水）,m3,188.00,189.66,181.34,196.32,159.72,176.35,166.37,179.68,171.36,174.69,176.35,179.68,178.02,161.38,168.03,158.05,166.37,158.05,163.04,161.38,188.00,156.39,171.36,156.39,154.72,158.05,199.64,159.72,173.02,199.64,173.02,202.97,单价包含全部费用,按开挖断面尺寸天然密实的体积计算,人工钻孔、装药、爆破、抽水、通风、挖石、装石、提升、出料、弃于指定位置等全部工序的工作。,

GL0204023,抗滑桩护壁,m3,148.78,150.09,143.51,155.36,126.39,139.56,131.66,142.19,135.61,138.24,139.56,142.19,140.88,127.71,132.98,125.08,131.66,125.08,129.03,127.71,148.78,123.76,135.61,123.76,122.44,125.08,157.99,126.39,136.93,157.99,136.93,160.63,单价包含除砼、钢筋外的全部费用,按实际施工的有效圬工尺寸计算体积,模板制、安、砼拌和、浇筑、养护、清理等全部工序的工作。,

GL0204024,砼抗滑桩身砼,m3,31.39,31.67,30.28,32.78,26.67,29.45,27.78,30.00,28.61,29.17,29.45,30.00,29.72,26.95,28.06,26.39,27.78,26.39,27.22,26.95,31.39,26.11,28.61,26.11,25.84,26.39,33.34,26.67,28.89,33.34,28.89,33.89,单价包含除砼以外的全部费用,按实际施工的有效圬工尺寸计算体积,砼灌注、振捣、养生、、清理等全部工序的工作。,

GL0204025,砼抗滑桩身钢筋,t,524.82,529.46,506.24,548.04,445.86,492.31,464.44,501.60,478.37,487.66,492.31,501.60,496.95,450.51,469.08,441.22,464.44,441.22,455.15,450.51,524.82,436.57,478.37,436.57,431.93,441.22,557.33,445.86,483.02,557.33,483.02,566.62,单价包含除钢筋外的全部费用,按钢筋设计重量计，不计搭接、损耗,下料、制作、绑扎、焊接、安装就位等全部工序的工作。,

GL0204026,桩板式抗滑挡墙,m3,303.21,305.90,292.48,316.63,257.60,284.43,268.33,289.80,276.38,281.75,284.43,289.80,287.11,260.28,271.01,254.91,268.33,254.91,262.96,260.28,303.21,252.23,276.38,252.23,249.55,254.91,322.00,257.60,279.06,322.00,279.06,327.36,单价包含除主材费外的全部费用,按实际施工的有效圬工尺寸计算体积,木模制安、砼灌注、振捣、养护，钢筋制、安，定位，校正、清理等全部工序的工作。,

GL0204027,挂网（主动防护网）,m2,56.66,57.16,54.65,59.17,48.13,53.15,50.14,54.15,51.64,52.65,53.15,54.15,53.65,48.64,50.64,47.63,50.14,47.63,49.14,48.64,56.66,47.13,51.64,47.13,46.63,47.63,60.17,48.13,52.15,60.17,52.15,61.17,单价包含除锚杆、钢丝网和格栅网外的全部费用,按现场实际施工防护面积计算,脚手架搭拆、坡面整理，基坑挖填，基础混凝土浇注，钢柱埋设，钻孔清孔，砂浆配、拌、运、灌注，锚杆制安，支撑绳的安装与调试，钢丝绳网铺挂与缝合，减压环安装拉锚绳固定柔性防护网，防腐处理。,

GL0204028,被动柔性网安装,m2,130.00,131.15,125.40,135.75,110.44,121.95,115.04,124