水利工程量预算书

工程单价计算表,,,,,,

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坝顶碎石路面厚30cm工程,,,,,,

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单价编号:,500114001001,,,,定额单位:1000m3,

施工方法:,天然砂砾石：铺料、洒水、碾压、铺保护层。泥结碎石：铺料、制浆、灌浆、碾压、铺磨耗层及保护层。沥青碎石：沥青加热、洒布、铺料、碾压、铺保护层。沥青混凝土：沥青及骨料加热、配料、拌和、运输、摊铺碾压等。水泥混凝土：模板制安、混凝土配料、拌和、运输、浇筑、振捣、养护等。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,113260.95

1.1,人工费,,,,,11869.43

(1),工长,,工时,96.096,6.22,597.72

(2),中级工,,工时,1194.336,5.03,6007.51

(3),初级工,,工时,1942.512,2.71,5264.21

1.2,材料费,,,,,97497.41

(1),碎石,,m3,1606.176,58,93158.21

(2),石屑,,m3,157.872,18,2841.70

(3),粘土,,m3,404.976,2.5,1012.44

(4),其他材料费,,%,3.432,14133.5,485.06

1.3,机械费,,,,,3894.11

(1),其他机械费,,%,13.728,556.2,76.36

(2),压路机内燃12-15t,,台时,68.64,55.62,3817.76

2,施工管理费,,元,113260.95,14%,15856.53

3,企业利润,,元,129117.49,7%,9038.22

4,税金,,元,138155.71,3.38%,4669.66

,合计,,元,,,142825.37

,单价,,元,,,142.83

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工程单价计算表,,,,,,

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C20砼路缘工程,,,,,,

单价编号:,500109011002,,,,定额单位:100m3,

施工方法:,木模板制作、安装、浇筑、养护、预制块吊移,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,35425.86

1.1,人工费,,,,,5657.34

(1),工长,,工时,48.8,6.22,303.54

(2),高级工,,工时,158.5,5.82,922.47

(3),中级工,,工时,609.5,5.03,3065.79

(4),初级工,,工时,503.892,2.71,1365.55

1.2,材料费,,,,,29103.79

(1),纯混凝土C201级配32.5水泥粒径20mm,,m3,102,256.03,26115.06

(2),水,,m3,80,1.65,132.00

(3),铁钉,,kg,16,5,80.00

(4),铁件,,kg,20,5,100.00

(5),锯材,,m3,1.17,2150,2515.50

(6),零星材料费,,%,6.12,269.92,16.52

(7),其他材料费,,%,0.5,28942.56,144.71

1.3,机械费,,,,,664.73

(1),其他机械费,,%,1,589.98,5.90

(2),振捣器插入式1.1kw,,台时,35,0.76,26.60

(3),载重汽车5t,,台时,1.44,54.78,78.88

(4),胶轮车,,台时,76.5,0.9,68.85

(5),塔式起重机10t,,台时,10,48.45,484.50

2,施工管理费,,元,35425.86,13%,4605.36

3,企业利润,,元,40031.23,7%,2802.19

4,税金,,元,42833.41,3.38%,1447.77

,合计,,元,,,44281.18

,单价,,元,,,442.81

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工程单价计算表,,,,,,

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坝坡清面工程,,,,,,

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单价编号:,500101010003,,,,定额单位:100m3,

施工方法:,挖装、运输、卸除、空回。挖送、堆放。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,1735.39

1.1,人工费,,,,,192.68

(3),初级工,,工时,71.1,2.71,192.68

1.2,材料费,,,,,66.86

(1),零量材料费,,%,5,11.11,0.56

(2),零量材料费,,%,40,165.75,66.30

1.3,机械费,,,,,1475.85

(1),单斗挖掘机动液压1m3,,台时,10,113.41,1134.10

(2),推土机59kw,,台时,5,68.35,341.75

2,施工管理费,,元,1735.39,14%,242.95

3,企业利润,,元,1978.34,7%,138.48

4,税金,,元,2116.82,3.38%,71.55

,合计,,元,,,2188.37

,单价,,元,,,21.88

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第3页,,,,,,

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工程单价计算表,,,,,,

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砂砾石垫层工程,,,,,,

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单价编号:,500103007004,,,,定额单位:100m3,

施工方法:,修坡、压实。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,9916.29

1.1,人工费,,,,,1849.82

（1）,工长,,工时,13.365,6.22,83.13

（2）,初级工,,工时,651.915,2.71,1766.69

1.2,材料费,,,,,8066.47

(1),碎石,,m3,137.7,58,7986.60

(2),其他材料费,,%,1.35,5916,79.87

1.3,机械费,,,,,0.00

2,施工管理费,,元,9916.29,8%,793.30

3,企业利润,,元,10709.59,7%,749.67

4,税金,,元,11459.26,3.38%,387.32

,合计,,元,,,11846.58

,单价,,元,,,118.47

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工程单价计算表,,,,,,

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C15现浇砼护坡工程,,,,,,

单价编号:,500109001005,,,,定额单位:100m3,

施工方法:,仓面清洗、浇筑、振捣、养护。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,26039.85

1.1,人工费,,,,,1519.84

(1),工长,,工时,11,6.22,68.42

(2),高级工,,工时,14.6,5.82,84.97

(3),中级工,,工时,193,5.03,970.79

(4),初级工,,工时,146,2.71,395.66

1.2,材料费,,,,,24452.43

(1),纯混凝土C201级配32.5水泥粒径20mm,,m3,103,233.61,24061.83

(2),水,,m3,90,1.65,148.50

(3),其他材料费,,%,1,24210.33,242.10

1.3,机械费,,,,,67.58

(1),其他机械费,,%,3,65.61,1.97

(2),振捣器插入式2.2kw,,台时,40.5,1.62,65.61

2,施工管理费,,元,26039.85,13%,3385.18

3,企业利润,,元,29425.03,7%,2059.75

4,税金,,元,31484.79,3.38%,1064.19

,合计,,元,,,32548.97

,单价,,元,,,325.49

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工程单价计算表,,,,,,

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沥青木板伸缩缝工程,,,,,,

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单价编号:,500109009006,,,,定额单位:100m2,

施工方法:,沥青毛毡：清洗缝面、熔化、涂刷沥青、铺油毡。沥青木板：木板制作、熔化、涂沥青、安装。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,11591.08

1.1,人工费,,,,,1072.74

(1),工长,,工时,11.5,6.22,71.53

(2),高级工,,工时,80.4,5.82,467.93

(3),中级工,,工时,68.9,5.03,346.57

(4),初级工,,工时,68.9,2.71,186.72

1.2,材料费,,,,,10515.31

(1),沥青,,t,1.24,4480,5555.20

(2),锯材,,m3,2.2,2150,4730.00

(3),木柴,,t,0.42,300,126.00

(4),其他材料费,,%,1,10411.2,104.11

1.3,机械费,,,,,3.02

(1),胶轮车,,台时,3.36,0.9,3.02

2,施工管理费,,元,11591.08,14%,1622.75

3,企业利润,,元,13213.83,7%,924.97

4,税金,,元,14138.80,3.38%,477.89

,合计,,元,,,14616.69

,单价,,元,,,146.17

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工程单价计算表,,,,,,

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M7.5水泥砂浆砌条石（梯步）工程,,,,,,

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单价编号:,500105005007,,,,定额单位:100m3,

施工方法:,选石、修石、冲洗、拌浆、砌石、勾缝。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,21355.05

1.1,人工费,,,,,2906.93

(1),工长,,工时,16,6.22,99.52

(2),中级工,,工时,297.1,5.03,1494.41

(3),初级工,,工时,484.5,2.71,1313.00

1.2,材料费,,,,,18244.83

(1),砌筑砂浆M7.5,,m3,26,248.06,6449.56

(2),毛条石,,m3,86.7,135,11704.50

(3),其他材料费,,%,0.5,18154.06,90.77

1.3,机械费,,,,,203.29

(1),胶轮车,,台时,160.72,0.9,144.65

(2),灰浆搅拌机,,台时,4.68,12.53,58.64

2,施工管理费,,元,21355.05,18%,3843.91

3,企业利润,,元,25198.96,7%,1763.93

4,税金,,元,26962.88,3.38%,911.35

,合计,,元,,,27874.23

,单价,,元,,,278.74

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工程单价计算表,,,,,,

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坝坡清面工程,,,,,,

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单价编号:,500101010008,,,,定额单位:100m3,

施工方法:,挖装、运输、卸除、空回。挖送、堆放。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,1735.39

1.1,人工费,,,,,192.68

(3),初级工,,工时,71.1,2.71,192.68

1.2,材料费,,,,,66.86

(1),零量材料费,,%,5,11.11,0.56

(2),零量材料费,,%,40,165.75,66.30

1.3,机械费,,,,,1475.85

(1),单斗挖掘机动液压1m3,,台时,10,113.41,1134.10

(2),推土机59kw,,台时,5,68.35,341.75

2,施工管理费,,元,1735.39,14%,242.95

3,企业利润,,元,1978.34,7%,138.48

4,税金,,元,2116.82,3.38%,71.55

,合计,,元,,,2188.37

,单价,,元,,,21.88

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工程单价计算表,,,,,,

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土石填筑工程,,,,,,

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单价编号:,500103002009,,,,定额单位:100m3,

施工方法:,松填不夯实:包括5以内取土(石渣)回填.夯填土:包括5m内取土、倒土、平土、洒水、夯实（干密度1.6g/cm3以下）。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,2121.08

1.1,人工费,,,,,2020.08

(3),初级工,,工时,745.416,2.71,2020.08

1.2,材料费,,,,,101.00

(1),零星材料费,,%,10.15,995.11,101.00

1.3,机械费,,,,,0.00

2,施工管理费,,元,2121.08,18%,381.79

3,企业利润,,元,2502.88,7%,175.20

4,税金,,元,2678.08,3.38%,90.52

,合计,,元,,,2768.60

,单价,,元,,,27.69

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工程单价计算表,,,,,,

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干砌块石排水棱体工程,,,,,,

单价编号:,500105001010,,,,定额单位:100m3,

施工方法:,选石、修石、砌筑、填缝找平。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,10538.23

1.1,人工费,,,,,2032.24

(1),工长,,工时,11.88,6.22,73.89

(2),中级工,,工时,165.96,5.03,834.78

(3),初级工,,工时,414.6,2.71,1123.57

1.2,材料费,,,,,8435.52

(1),块石,,m3,139.2,60,8352.00

(2),其他材料费,,%,1.2,6960,83.52

1.3,机械费,,,,,70

(1),胶轮车,,台时,78.3,0.9,70.47

2,施工管理费,,元,10538.23,18%,1896.88

3,企业利润,,元,12435.11,7%,870.46

4,税金,,元,13305.57,3.38%,449.73

,合计,,元,,,13755.30

,单价,,元,,,137.55

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工程单价计算表,,,,,,

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砂砾石垫层工程,,,,,,

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单价编号:,500103007011,,,,定额单位:100m3,

施工方法:,修坡、压实。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,9916.29

1.1,人工费,,,,,1849.82

（1）,工长,,工时,13.365,6.22,83.13

（2）,初级工,,工时,651.915,2.71,1766.69

1.2,材料费,,,,,8066.47

(1),碎石,,m3,137.7,58,7986.60

(2),其他材料费,,%,1.35,5916,79.87

1.3,机械费,,,,,0.00

2,施工管理费,,元,9916.29,8%,793.30

3,企业利润,,元,10709.59,7%,749.67

4,税金,,元,11459.26,3.38%,387.32

,合计,,元,,,11846.58

,单价,,元,,,118.47

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工程单价计算表,,,,,,

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草皮护坡工程,,,,,,

单价编号:,500114001012,,,,定额单位:100m2,

施工方法:,100m以内搬运、铺植草皮、拍实、钉橛。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,774.97

1.1,人工费,,,,,103.78

(1),工长,,工时,1,6.22,6.22

(2),初级工,,工时,36,2.71,97.56

1.2,材料费,,,,,671.19

(1),草皮,,m2,37,18,666

(2),零星材料费,,%,5,103.78,5

1.3,机械费,,,,,0

2,施工管理费,,元,774.97,14%,108.50

3,企业利润,,元,883.46,7%,61.84

4,税金,,元,945.31,3.38%,31.95

,合计,,元,,,977.26

,单价,,元,,,9.77

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工程单价计算表,,,,,,

U40渠槽制作、运输、安装（排水沟）工程,,,,,,

单价编号:,500114001013,,,,定额单位:100m,

施工方法:,模板制作、混凝土拌制、浇筑、养护、堆放。槽座修整、槽体就位、槽背回填、砂浆（砼）拌制、勾缝、安装。人工装车、运输、卸车并按指定地点堆放。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,6879.87

1.1,人工费,,,,,992.25

(1),工长,,工时,8.392,6.22,52.20

(2),高级工,,工时,27.256,5.82,158.63

(3),中级工,,工时,107.104,5.03,538.73

(4),初级工,,工时,89.552,2.71,242.69

1.2,材料费,,,,,4945.84

(1),纯混凝土C151级配32.5水泥粒径20mm,,m3,8.48,233.61,1981.01

(2),砂浆,,m3,0.08,,0.00

(3),型钢,,kg,0.281,5.6,1.57

(4),其他材料费,,%,0.8,23847.88,190.78

(5),其他材料费,,%,0.08,35237.94,28.19

(6),镀锌铁皮0.35mm,,kg,2.95,,0.00

(7),U型槽预制件,,m3,8.316,330,2744.28

1.3,机械费,,,,,941.78

(1),强制式混凝土搅拌机动0.35m3,,台时,6.538,26.3,171.95

(2),振捣器平板式2.2kw,,台时,21.459,1.62,34.76

(3),载重汽车5t,,台时,12.48,54.78,683.65

(4),胶轮车,,台时,48.87,0.9,43.98

(5),电动葫芦0.5t,,台时,7.823,0.95,7.43

2,施工管理费,,元,6879.87,13%,894.38

3,企业利润,,元,7774.25,7%,544.20

4,税金,,元,8318.45,3.38%,281.16

,合计,,元,,,8599.61

,单价,,元,,,86.00

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工程单价计算表,,,,,,

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M7.5水泥砂浆砌条石工程,,,,,,

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单价编号:,500105005014,,,,定额单位:100m3,

施工方法:,选石、修石、冲洗、拌浆、砌石、勾缝。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,21764.90

1.1,人工费,,,,,4513.68

(1),工长,,工时,23.4,6.22,145.55

(2),中级工,,工时,543.7,5.03,2734.81

(3),初级工,,工时,602.7,2.71,1633.32

1.2,材料费,,,,,17061.26

(1),砌筑砂浆M7.5,,m3,23,248.06,5705.38

(2),其他材料费,,%,0.5,16976.38,84.88

(3),料石,,m3,86.7,130,11271.00

1.3,机械费,,,,,189.96

(1),胶轮车,,台时,153.43,0.9,138.09

(2),灰浆搅拌机,,台时,4.14,12.53,51.87

2,施工管理费,,元,21764.90,18%,3917.68

3,企业利润,,元,25682.58,7%,1797.78

4,税金,,元,27480.36,3.38%,928.84

,合计,,元,,,28409.20

,单价,,元,,,284.09

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,,,法定代表人（或委托代理人）:(签字),,,

第14页,,,,,,

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工程单价计算表,,,,,,

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C20砼底板工程,,,,,,

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单价编号:,500109011015,,,,定额单位:100m3,

施工方法:,底板厚度(cm)200,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,29748.53

1.1,人工费,,,,,1800.64

(1),工长,,工时,11,6.22,68.42

(2),高级工,,工时,14.6,5.82,84.97

(3),中级工,,工时,193.5,5.03,973.31

(4),初级工,,工时,248.688,2.71,673.94

1.2,材料费,,,,,26685.45

(1),纯混凝土C201级配32.5水泥粒径20mm,,m3,103,256.03,26371.09

(2),水,,m3,100,1.65,165.00

(3),零星材料费,,%,6.18,269.92,16.68

(4),其他材料费,,%,0.5,26536.09,132.68

1.3,机械费,,,,,1262.44

(1),其他机械费,,%,3,1158.17,34.75

(2),振捣器插入式1.1kw,,台时,40.05,0.76,30.44

(3),风(砂)水枪6m3/min,,台时,10.44,108.02,1127.73

(4),胶轮车,,台时,77.25,0.9,69.53

2,施工管理费,,元,29748.53,13%,3867.31

3,企业利润,,元,33615.84,7%,2353.11

4,税金,,元,35968.95,3.38%,1215.75

,合计,,元,,,37184.70

,单价,,元,,,371.85

,,,法定代表人（或委托代理人）:(签字),,,

第15页,,,,,,

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工程单价计算表,,,,,,

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C25砼桥板工程,,,,,,

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单价编号:,500109011017,,,,定额单位:100m3,

施工方法:,混凝土面板,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,29985.16

1.1,人工费,,,,,2167.90

(1),工长,,工时,15.7,6.22,97.65

(2),高级工,,工时,31.4,5.82,182.75

(3),中级工,,工时,169.5,5.03,852.59

(4),初级工,,工时,381.888,2.71,1034.92

1.2,材料费,,,,,27717.17

(1),纯混凝土C201级配32.5水泥粒径20mm,,m3,103,256.03,26371.09

(2),水,,m3,160,1.65,264.00

(3),零星材料费,,%,6.18,269.92,16.68

(4),其他材料费,,%,4,26635.09,1065.40

1.3,机械费,,,,,100.08

(1),其他机械费,,%,5,29.1,1.46

(2),振捣器插入式1.1kw,,台时,38.29,0.76,29.10

(3),胶轮车,,台时,77.25,0.9,69.53

2,施工管理费,,元,29985.16,13%,3898.07

3,企业利润,,元,33883.23,7%,2371.83

4,税金,,元,36255.06,3.38%,1225.42

,合计,,元,,,37480.48

,单价,,元,,,374.80

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,,,法定代表人（或委托代理人）:(签字),,,

第16页,,,,,,

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工程单价计算表,,,,,,

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一般土方开挖工程,,,,,,

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单价编号:,500101002018,,,,定额单位:100m3,

施工方法:,挖装、运输、卸除、空回。挖送、堆放。,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合价(元)

1,直接费,,,,,1218.27

1.1,人工费,,,,,138.21

(1),初级工,,工时,51,2.71,138.21

1.2,材料费,,,,,46.97

(1),零星材料费,,%,5,11.11,0.56

(2),零星材料费,,%,28,165.75,46.41

1.3,机械费,,,,,1033.10

(1),单斗挖掘机液压1m3,,台时,7,113.41,793.87

(2),推土机59kw,,台时,3.5,68.35,239.23

2,施工管理费,,元,1218.27,18%,219.29

3,企业利润,,元,1437.56,7%,100.63

4,税金,,元,1538.19,3.38%,51.99

,合计,,元,,,1590.18

,单价,,元,,,15.90

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,,,法定代表人（或委托代理人）:(签字),,,

第17页,,,,,,

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工程单价计算表,,,,,,

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C20砼底板、消力池工程,,,,,,

单价编号:,500109011019,,,,定额单位:100m3,

施工方法:,底板厚度（cm）200,,,,,

序号,名称,型号规格,计量单位,数量,单价(元),合