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工程单价汇总表

来源:动视网 责编:小OO 时间:2025-09-25 02:54:39
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工程单价汇总表

工程单价汇总表合同编号:HNDCZ-2011-1124工程名称:鹤壁市山城区李古道、中石林水库除险加固工程第二标段序号项目编号项目名称计量单位人工费材料费机械使用费施工管理费企业利润税金合计1500107002001钻机钻土坝灌浆孔m12.3120.8834.3911.65.542.7387.462500107005001钻机钻岩石层帷幕灌浆孔m27.4216.1269.2419.369.254.55145.943500107015001坝体灌水泥粘土浆m5.876.4321.25.752.7
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导读工程单价汇总表合同编号:HNDCZ-2011-1124工程名称:鹤壁市山城区李古道、中石林水库除险加固工程第二标段序号项目编号项目名称计量单位人工费材料费机械使用费施工管理费企业利润税金合计1500107002001钻机钻土坝灌浆孔m12.3120.8834.3911.65.542.7387.462500107005001钻机钻岩石层帷幕灌浆孔m27.4216.1269.2419.369.254.55145.943500107015001坝体灌水泥粘土浆m5.876.4321.25.752.7

工程单价汇总表
合同编号:HNDCZ-2011-1124

工程名称:鹤壁市山城区李古道、中石林水库除险加固工程第二标段
序号项目编号项目名称计量单位人工费材料费机械使用费施工管理费企业利润税  金

合计
1500107002001钻机钻土坝灌浆孔m12.3120.8834.3911.65.542.7387.46
2500107005001钻机钻岩石层帷幕灌浆孔m27.4216.1269.2419.369.254.55145.94
3500107015001坝体灌水泥粘土浆m5.876.4321.25.752.751.3543.34
4500107005002坝基岩石帷幕灌浆m21.9516.1256.6616.267.773.82122.59
5500101002001土方开挖外运m30.150.4410.981.240.90.4414.15
6500103001001土方回填m35.260.341.570.770.560.278.77
7500105009001砌体拆除m320.11  3.021.620.825.55
8500102001001弃渣外运(1KM)

m34.990.2217.313.861.850.9129.15
950101001坝坡平整m20.170.030.130.040.030.010.4
10500110001001护坡模板制作安拆m213.4361.0516.0613.597.293.59115
11500110001002模板制作安拆m27.7317.78.265.062.711.3342.79
12500109001001C20混凝土护坡现浇

m38.26356.832.2947.1729.0214.28457.85
13500109001002C20混凝土踏步现浇

m36.15356.883.4447.0628.9514.25456.73
14500109011001无沙混凝土现浇m336.66353.612.4650.4331.0215.274.44
15500105011001碎石排水盲沟m310.4251.54 6.674.82.3675.79
16500114001001土工布垫层m20.454.57 7.084.342.1468.53
1750101001坝坡平整m20.170.030.130.040.030.010.4
18500110001002模板制作安装m27.7217.678.245.052.711.3342.72
19500109001002C20混凝土踏步现浇

m36.17357.733.4547.1729.0214.28457.81
20500109011002C20混凝土框格

m325.03359.132.1649.630.5215.02481.47
21500110001004普通模板制作安拆m27.7217.688.255.052.711.3342.74
22500109001004C20混凝土排水沟现浇

m337.35362.551.1651.531.6815.59499.83
23500105011002粗砂垫层m39.7392.95 11.057.963.92125.61
24500105011003碎石垫层m311.7751.53 6.814.912.4277.44
25500105001001干砌块石贴坡排水m316.393.790.7116.638.924.39140.75
26500114001002植草护坡m21.2157.79 7.64.662.2973.54
27500101002002腐殖土挖运(1KM)

m30.150.4510.981.250.90.4414.15
28500101002001土方开挖外运(0.5KM)

m30.150.399.1.090.790.3912.45
29500109005001C20混凝土路沿石预制安装

m378.15739.947.87106.0565.2432.111029.37
30500101002001土方开挖外运(0.5KM)

m30.150.399.1.090.790.3912.45
31500102001002石方开挖外运m320.2981.0522.5621.2210.165160.28
32500110001002模板制作安装m27.7217.688.255.052.711.3342.74
33500109001005C25混凝土消力池

m316.22365.371.2449.1630.2414.88477.12
34500105003001M7.5浆砌块石护底

m322.42179.072.2130.5716.48.07258.74
35500105003001M7.5浆砌块石护坡

m330.02179.072.2131.7217.018.37268.39
36500105003001M7.5浆砌块石挡墙

m324.83176.722.1730.5816.48.07258.76
37500103010001抛石防冲槽m34.8883.220.69.546.883.39108.51
38500105011002粗砂垫层m39.7192.71 11.027.943.91125.29
39500105011003碎石垫层m310.4151.49 6.664.82.3675.71
40500111001001钢筋制作安装t403.864785.87202.32692.34425.91209.636719.93
41500114001001土工布垫层m20.454.57 7.084.342.1468.53
42500109001006细部结构m336.56359.181.3750.9931.3715.44494.91
43500114001004新建管理房m2 800    800
44500203001001位移测点126.921034.67261.88244.34116.7557.471842.02
45500203001001起测基点88.76691.85179.091.7378.7138.741241.87
46500203001001工作基点88.76691.85179.091.7378.7138.741241.87
47 安装工程        
48500201021001配电箱102.1117.557.78102.6919.619.65309.34
49500201023001电线m0.966.40.341.160.620.39.77
50500203001004水尺47.61919.75 253.3155.4576.512452.61
51500203001005经纬仪 2000 144.4871.112279.59
52500203001005水准仪 1600 51.2115.5856.1823.67
53500203001005灭火器 205 6.5614.817.29233.66
542措施项目        
55500114002001其他临时建筑工程km2116.981555422.312615.3316057.9825323.6
56500114001001其他永久建筑工程m244.1929.77 9.525.842.8892.2
57500114002002其他临时建筑工程 60000    60000
58500114002002其他临时建筑工程 42000    42000
                 投标人:   河南省豫源水利水电工程有限公司(盖单位章)

              法定代表人(或委托代理人):              (签字)

            造价工程师:                     (盖执业印章)

                                      2011  年  10 月  26 日

文档

工程单价汇总表

工程单价汇总表合同编号:HNDCZ-2011-1124工程名称:鹤壁市山城区李古道、中石林水库除险加固工程第二标段序号项目编号项目名称计量单位人工费材料费机械使用费施工管理费企业利润税金合计1500107002001钻机钻土坝灌浆孔m12.3120.8834.3911.65.542.7387.462500107005001钻机钻岩石层帷幕灌浆孔m27.4216.1269.2419.369.254.55145.943500107015001坝体灌水泥粘土浆m5.876.4321.25.752.7
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