顶管工程概预算书-竖向3

序号,定额编号,子目名称,工程量,工程量,价值,,其中（元）,

,,,单位,数量,单价,合价,人工费,材料费

,,20-22顶管,,,,,,

1,D7-0037,现浇、预制构件钢筋（排水）现浇直径Φ20以内,t,7.25,4175.02,30268.9,2467.18,26921.35

2,D1-0084,反铲挖掘机挖土方斗容量1.0m3(装车)一、二类土,1000m3,0.49,3379.52,1664.76,130.05,

3,D1-0425,自卸汽车运土方载重10t以内运距7km以内,1000m3,0.49,14908.58,7343.97,,53.2

4,[1071]A2-0131,喷射混凝土支护素喷初喷5cm,100m2,1.66,4426.47,7325.81,2388.17,2583.34

5,[1071]A2-0132借换,喷射混凝土支护素喷每增减1cm[单价*25],100m2,1.66,15461,25587.96,6682.06,12105.5

6,D5-2184,顶管工作坑安拆工作坑护壁打拔钢板桩三、四类土,10t,0.11,21292.97,2342.23,162.39,1926.57

7,D9-0088,钢制挡土板密挡土板钢支撑,100m2,1.4,1510.42,2114.59,1015.17,1099.42

8,D5-2148换,混凝土管道顶进管径1500mm内(中继间四级顶进),10m,13.28,21454.94,284921.6,85217.49,

主材:,UR200862-1,加强钢筋混凝土管1500mm,m,134.13,2200,295081.6,,

9,D5-2227换,钢筋混凝土后座接收坑,每坑,2,12982.71,25965.42,4675.8,12182

10,D5-2187换,顶管工作坑安拆工作坑坑底砼基础,10m3,1.84,3947.4,7263.22,1149.63,5741.87

11,D5-2186,顶管工作坑安拆工作坑基底碎石垫层,10m3,1.28,1026.76,1314.25,700.62,613.63

12,D5-2186换,顶管工作坑安拆工作坑基底混合石垫层,10m3,5.12,1026.76,5257.01,2802.48,2454.53

13,D5-2188,顶管设备安装导轨安装,坑,2,1486.65,2973.3,1144,1558.78

14,D5-2189,顶管设备安装后背安装,坑,2,1336.85,2673.7,1056,798.52

15,D5-2190,顶管设备安装设备安装,坑,2,4019.93,8039.86,3080,80.32

16,D5-2191,顶管设备安装设备调向,坑,2,1682.58,3365.16,1320,

17,D5-2225,顶进后座及坑内平台安拆管径1400mm-1800mm,每坑,2,4682.67,9365.34,1888.9,3526.86

18,D5-2230,泥水切削机械及附属设施安拆管径1600mm内,套,2,30304.43,60608.86,7831.9,23456.28

主材:,UR200728,法兰阀门1600mm,个,2,,,,

19,D5-2247,顶进触变泥浆减组管径1600mm内,10m,13.28,1722.25,22871.48,3612.29,11661.83

20,D5-2265,顶管接口外套环安装管径1600mm,10个口,6.6,1435.2,9472.32,7506.84,1965.48

主材:,UR200911-1,钢板外套环1600mm,个,66,143.52,9472.32,,

21,D5-2298,沥青麻丝膨胀水泥接口管径1500mm,10个口,6.6,491.87,3246.34,1725.24,1521.1

22,D9-0289,大口径井点15m深安装,10根,0.8,30027.64,24022.11,5737.6,6701.42

23,D9-0290,大口径井点15m深拆除,10根,0.8,16293.54,13034.83,2833.6,2509.5

24,D9-0291,大口径井点15m深使用,1套天,24,3769.5,90468,6336,11446.32

25,D1-0084,反铲挖掘机挖土方斗容量1.0m3(装车)一、二类土,1000m3,0.49,3379.52,1664.76,130.05,

26,D1-0425,自卸汽车运土方载重10t以内运距7km以内,1000m3,0.49,14908.58,7343.97,,53.2

序号,定额编号,子目名称,工程量,工程量,价值,,其中（元）,

序号,定额编号,子目名称,单位,数量,单价,合价,人工费,材料费

27,D1-0381,机械填土碾压内燃压路机15t内,1000m3,0.44,5239.99,2322.89,117.03,59.85

28,D1-0375,人工填土夯实槽、坑,100m3,0.49,1061.59,523.37,516.49,6.88

,,33-35,,,,,,

1,D7-0037,现浇、预制构件钢筋（排水）现浇直径Φ20以内,t,7.12,4175.02,29726.14,2422.94,26438.62

2,D1-0084,反铲挖掘机挖土方斗容量1.0m3(装车)一、二类土,1000m3,0.99,3379.52,3339.98,260.91,

3,D1-0425,自卸汽车运土方载重10t以内运距7km以内,1000m3,0.99,14908.58,14734.15,,106.74

4,[1071]A2-0131,喷射混凝土支护素喷初喷5cm,100m2,3.11,4426.47,13757.46,4484.84,4851.37

5,[1071]A2-0132借换,喷射混凝土支护素喷每增减1cm[单价*25],100m2,3.11,15461,48052.79,12548.55,22733.47

6,[1071]A2-0066,旋喷桩双重管法,10m,300.8,2181.7,656255.36,140368.32,312952.32

7,D5-2148换,混凝土管道顶进管径1500mm内(中继间四级顶进),10m,23.03,21454.94,494107.27,147783.05,

主材:,UR200862-1,加强钢筋混凝土管1500mm,m,232.6,2200,511726.6,,

8,D5-2184,顶管工作坑安拆接收坑护壁打拔钢板桩三、四类土,10t,1.01,21292.97,21505.89,1491,17689.42

9,D9-0088,钢制挡土板密挡土板钢支撑,100m2,2.57,1510.42,3881.78,1863.56,2018.22

10,D5-2227换,钢筋混凝土后座接收坑,每坑,3,12982.71,38948.13,7013.7,18273

11,D5-2187换,顶管工作坑安拆工作坑坑底砼基础,10m3,1.84,3947.4,7263.22,1149.63,5741.87

12,D5-2186换,顶管工作坑安拆工作坑基底混合石垫层,10m3,4.91,1026.76,5041.39,2687.54,2353.85

13,D5-2186,顶管工作坑安拆工作坑基底碎石垫层,10m3,1.23,1026.76,1262.91,673.25,589.66

14,D5-2188,顶管设备安装导轨安装,坑,3,1486.65,4459.95,1716,2338.17

15,D5-2189,顶管设备安装后背安装,坑,3,1336.85,4010.55,1584,1197.78

16,D5-2190,顶管设备安装设备安装,坑,3,4019.93,12059.79,4620,120.48

17,D5-2191,顶管设备安装设备调向,坑,3,1682.58,5047.74,1980,

18,D5-2225,顶进后座及坑内平台安拆管径1400mm-1800mm,每坑,3,4682.67,14048.01,2833.35,5290.29

19,D5-2230,泥水切削机械及附属设施安拆管径1600mm内,套,3,30304.43,90913.29,11747.85,35184.42

主材:,UR200728,法兰阀门1600mm,个,3,,,,

20,D5-2247,顶进触变泥浆减组管径1600mm内,10m,23.03,1722.25,39663.41,6264.39,20223.79

21,D5-2265,顶管接口外套环安装管径1600mm,10个口,11.52,1435.2,16533.51,13102.85,3430.66

主材:,UR200911-1,钢板外套环1600mm,个,115.2,143.52,16533.5,,

22,D5-2298,沥青麻丝膨胀水泥接口管径1500mm,10个口,11.51,491.87,5661.42,3008.71,2652.71

23,D9-0289,大口径井点15m深安装,10根,1.2,30027.64,36033.17,8606.4,10052.14

24,D9-0290,大口径井点15m深拆除,10根,1.2,16293.54,19552.25,4250.4,3764.26

序号,定额编号,子目名称,工程量,工程量,价值,,其中（元）,

序号,定额编号,子目名称,单位,数量,单价,合价,人工费,材料费

25,D9-0291,大口径井点15m深使用,1套天,36,3769.5,135702,9504,17169.48

26,D1-0084,反铲挖掘机挖土方斗容量1.0m3(装车)一、二类土,1000m3,0.99,3379.52,3339.98,260.91,

27,D1-0425,自卸汽车运土方载重10t以内运距7km以内,1000m3,0.99,14908.58,14734.15,,106.74

28,D10-1001,管沟回填混砂水沉混砂,10m3,98.83,786.15,77695.21,20057.55,57637.66

,,24-27,,,,,,

1,D5-2148换,混凝土管道顶进管径1500mm内(中继间四级顶进),10m,21.78,21454.94,467288.59,139761.82,

主材:,UR200862-1,加强钢筋混凝土管1500mm,m,219.98,2200,483951.6,,

2,D1-0084,反铲挖掘机挖土方斗容量1.0m3(装车)一、二类土,1000m3,1.35,3379.52,4574.86,357.38,

3,D1-0425,自卸汽车运土方载重10t以内运距7km以内,1000m3,1.35,14908.58,20181.75,,146.2

4,[1071]A2-0066,旋喷桩双重管法,10m,608,2181.7,1326473.6,283723.2,632563.2

5,D5-2184,顶管工作坑安拆工作坑护壁打拔钢板桩三、四类土,10t,0.49,21292.97,10433.56,723.36,8582

6,D5-2227换,钢筋混凝土后座,每坑,4,12982.71,51930.84,9351.6,24364

7,D9-0088,钢制挡土板密挡土板钢支撑,100m2,6.3,1510.42,9518.67,4569.71,4948.96

8,D5-2187换,顶管工作坑安拆工作坑坑底砼基础,10m3,4.56,3947.4,18000.14,2849.09,14229.84

9,D5-2186,顶管工作坑安拆工作坑基底碎石垫层,10m3,3.04,1026.76,3121.35,1663.97,1457.38

10,D5-2186换,顶管工作坑安拆工作坑基底混合石垫层,10m3,12.16,1026.76,12485.4,6655.9,5829.5

11,D5-2188,顶管设备安装导轨安装,坑,4,1486.65,5946.6,2288,3117.56

12,D5-2189,顶管设备安装后背安装,坑,4,1336.85,5347.4,2112,1597.04

13,D5-2190,顶管设备安装设备安装,坑,4,4019.93,16079.72,6160,160.64

14,D5-2191,顶管设备安装设备调向,坑,2,1682.58,3365.16,1320,

15,D5-2225,顶进后座及坑内平台安拆管径1400mm-1800mm,每坑,4,4682.67,18730.68,3777.8,7053.72

16,D5-2230,泥水切削机械及附属设施安拆管径1600mm内,套,4,30304.43,121217.72,15663.8,46912.56

主材:,UR200728-1,法兰阀门1600mm,个,4,50,200,,

17,D5-2238,中继间安拆管径1600mm内,套,4,27749.9,110999.6,1587.52,99337.12

18,D5-2247,顶进触变泥浆减组管径1600mm内,10m,21.8,1722.25,37545.05,5929.82,19143.67

19,D5-2265,顶管接口外套环安装管径1600mm,10个口,10.9,1435.2,15643.68,12397.66,3246.02

主材:,UR200911-1,钢板外套环1600mm,个,109,143.52,15643.68,,

20,D5-2298,沥青麻丝膨胀水泥接口管径1500mm,10个口,10.9,491.87,5361.38,2849.26,2512.12

21,D9-0289,大口径井点15m深安装,10根,1.6,30027.64,48044.23,11475.2,13402.85

22,D9-0290,大口径井点15m深拆除,10根,1.6,16293.54,26069.67,5667.2,5019.01

序号,定额编号,子目名称,工程量,工程量,价值,,其中（元）,

序号,定额编号,子目名称,单位,数量,单价,合价,人工费,材料费

23,D9-0291,大口径井点15m深使用,1套天,48,3769.5,180936,12672,22892.64

24,D1-0381,机械填土碾压内燃压路机15t内,1000m3,0.55,5239.99,2857.9,143.99,73.63

25,D1-0375,人工填土夯实槽、坑,100m