建筑工程工程量清單(中標(biāo)價)Microsoft-Excel-工作表

建筑工程工程量清單,,,,,

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"編

號",工程或費用名稱,單位,數(shù)量,"單價

（元）","合價

（元）"

,第一部分：建筑工程,,,,

一,左堤段,,,,3114194.05

（一）,左2+935-3+948段堤身,,,,3114194.05

1,土方開挖（圍堰利用土）,m3,15014,12.89,193530.46

2,土方開挖（圍堰利用土運1km）,m3,1255,12.89,16176.95

3,夯填土方（運11km),m3,13372,45.83,612838.76

4,草皮護坡,m2,9249,19.61,181372.89

5,鍍10%鋁鋅合金格賓擋墻（1m）,m3,4052,314.69,1275123.88

6,回填土護腳,m3,1064,39.46,41985.44

7,土工布（300g/m2）,m2,2836,16.51,46822.36

8,C20砼壓頂,m3,253,526.26,133143.78

9,C20砼預(yù)制路緣石,m2,44,787.33,34642.52

10,聚乙烯閉孔硬泡沫板伸縮縫,m2,26,62.50,1625.00

11,道板磚30×30×6cm,m2,2533,106.05,268624.65

12,灰土墊層厚11.5cm,m2,2533,26.10,66111.30

13,鋼筋制安,t,6.2,6169.60,38251.52

14,粉噴樁（Φ50cm）,m,2834,62.26,176444.84

15,碎石墊層（30CM）,m3,203,111.84,22703.52

16,M7.5漿砌石步級,m3,12,307.36,3688.32

17,M10水泥砂漿批擋,m2,50,13.21,660.50

18,碎石墊層（10CM）,m3,4,111.84,447.36

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二,右堤段,1,,,3134336.00

（一）,右3+180-4+078段堤身,2,,,2939634.10

1,土方開挖（圍堰利用土）,m3,15354,12.89,197913.06

2,土方開挖（圍堰利用土運1km）,m3,1113,12.89,14346.57

3,夯填土方（運11km),m3,13009,45.83,596202.47

4,草皮護坡,m2,10250,19.61,201002.50

5,鍍10%鋁鋅合金格賓擋墻（1m）,m3,3592,314.69,1130366.48

6,回填土護腳,m3,943,39.46,37210.78

7,土工布（300g/m2）,m2,2514,16.51,41506.14

8,C20砼壓頂,m3,225,526.26,118408.50

9,C20砼預(yù)制路緣石,m2,39,787.33,30705.87

10,聚乙烯閉孔硬泡沫板伸縮縫,m2,23,62.50,1437.50

11,道板磚30×30×6cm,m2,2245,106.05,238082.25

12,灰土墊層厚11.5cm,m2,2245,26.10,58594.50

13,鋼筋制安,t,6.2,6169.60,38251.52

14,粉噴樁（Φ50cm）,m,3409,62.26,212244.34

15,碎石墊層（30CM）,m3,166,111.84,18565.44

16,M7.5漿砌石步級,m3,12,307.36,3688.32

17,M10水泥砂漿批擋,m2,50,13.21,660.50

18,碎石墊層（10CM）,m3,4,111.84,447.36

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（二),右10#涵（3+793）,2,,,97463.10

1,土方開挖,m3,134,5.88,787.92

2,土方回填,m3,55,19.53,1074.15

3,干砌石進出口底板,m3,12,115.63,1387.56

4,M7.5漿砌石進出口底板,m3,15,269.85,4047.75

5,C20砼箱涵,m3,26,478.85,12450.10

6,瀝青砂漿封蓋臨空面,m,13,5.06,65.78

7,C20砼進出口側(cè)墻,m3,31,447.33,13867.23

8,粉噴樁（Φ50cm）,m,563,62.26,35052.38

9,碎石墊層,m3,31,111.84,3467.04

10,M7.5漿砌石步級,m3,2,307.36,614.72

11,Φ5PVC排水管,m,12,18.75,225.00

12,聚乙烯閉孔硬泡沫板伸縮縫,m2,5,62.50,312.50

13,土工布（300g/m2）,m2,3,16.51,49.53

14,鋼筋制安,t,3.9,6169.60,24061.44

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(三),右11#涵（3+980）,2,,,97238.80

1,土方開挖,m3,36.4,5.88,214.03

2,土方回填,m3,72.9,19.53,1423.74

3,干砌石進出口底板,m3,12,115.63,1387.56

4,M7.5漿砌石進出口底板,m3,15,269.85,4047.75

5,C20砼箱涵,m3,26,478.85,12450.10

6,瀝青砂漿封蓋臨空面,m,13,5.06,65.78

7,C20砼進出口側(cè)墻,m3,31,447.33,13867.23

8,粉噴樁（Φ50cm）,m,563,62.26,35052.38

9,碎石墊層,m3,31,111.84,3467.04

10,M7.5漿砌石步級,m3,2,307.36,614.72

11,Φ5PVC排水管,m,12,18.75,225.00

12,聚乙烯閉孔硬泡沫板伸縮縫,m2,5,62.50,312.50

13,土工布（300g/m2）,m2,3,16.51,49.53

14,鋼筋制安,t,3.9,6169.60,24061.44

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臨時工程工程量清單,,,,,

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"編

號",工程或費用名稱,單位,數(shù)量,"單價

（元）","合價

（元）"

,第四部分：臨時工程,,,,3948502.35

1,左岸土袋圍堰填筑拆除,m3,6382,118.32,755118.24

2,"左岸段粘土圍堰填筑拆除

（利用土）",m3,6342,25.23,160008.66

3,"左岸段粘土圍堰填筑拆除

（外運土）",m3,16867,48.48,817712.16

4,右岸土袋圍堰填筑拆除,m3,5657,118.32,669336.24

5,"右岸段粘土圍堰填筑拆除

（利用土）",m3,7355,25.23,185566.65

6,"右岸段粘土圍堰填筑拆除

（外運土）",m3,13560,48.48,657388.80

7,倉庫,m2,65,155.00,10075.00

8,工棚,m2,1000,106.00,106000.00

9,辦公室,m2,60,305.00,18300.00

10,場外供電線路,km,1.5,118000.00,177000.00

11,臨時公路,km,2.5,38000.00,95000.00

12,其它臨時工程,元,9899886.72,0.03,296996.60

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