水源渠道工程量計算

引水水源渠道工程量計算,,,,,,

序號,項目,單位,計算公式,結(jié)果,備注,

,,,,,,,

第一部分主體工程,,,,,,

一,渠道部分（K0-664~K2+257段）,,,,,

1,清基20cm,m2,37.28,37.28,,

2,土方回填,m3,72.08,72.08,斷面平均法,

3,土方開挖,m3,13324,13324.00,斷面平均法,

4,C20砼預(yù)制六棱塊（厚度120~150mm）,m3,（2.1*2*0.12+1.05*0.15）*611,404.18,扣除建筑物,

5,C20砼隔墻,m3,0.173*2*611,211.41,,

6,小石子墊層（5~20mm）,m3,（2.1*2*0.1+1.05*0.1）*611,320.78,,

7,砂礫石墊層（厚度350~500mm）,m3,（0.982*2+1.05*0.35）*611,1424.55,,

8,C20現(xiàn)澆砼封頂板（80*300*1000mm）,m3,0.08*0.3*1*611*2,29.33,,0-664橋涵為33m，0-385橋涵為20m

9,改性油氈SBS（6mm厚度）,ｍ2,0.3*0.08*2*611/1+0.982*2*611/6,229.33,,

10,普通平面鋼模板,m2,（0.6+0.5+0.12）*611*2+0.982*611/6*2+0.08*611*2*2+0.08*0.3*611/1*2,1915.69,,

二,渠道部分（K5+646~K8+962段）,,,,,

1,清基20cm,m2,2174,2174.00,,

2,土方回填,m3,5904,5904.00,斷面平均法,

3,土方開挖,m3,20886,20886.00,斷面平均法,

4,C20砼預(yù)制六棱塊（厚度120~150mm）,m3,（2.452*2*0.12+1.4*0.15）*519+（2.452*2*0.12+2.1*0.15）*2737,2887.24,扣除建筑物,

5,C20砼隔墻,m3,0.16*2*（519+2737）,1041.92,,

6,小石子墊層（5~20mm）,m3,（2.452*2*0.1+1.4*0.1）*519+（2.452*2*0.1+2.1*0.1）*2737,2244.17,,7+029渡槽橋涵36m，

7,砂礫石墊層（厚度350~500mm）,m3,（1.16*2+1.4*0.35）*519+（1.16*2+2.1*0.35）*2737,9819.93,,7+482渡槽24m

8,C20現(xiàn)澆砼封頂板（80*300*1000mm）,m3,0.08*0.3*1*（519+2737）*2,156.29,,

9,改性油氈SBS（6mm厚度）,ｍ2,0.3*0.08*2*（519+2737）/1+1.16*2*（519+2737）/6,1415.27,,

10,普通鋼模板,m2,（0.6+0.5+0.12）*（519+2737）*2+1.16*（519+2737）/6*2+0.08*（519+2737）*2*2+0.08*0.3*（519+2737）/1*2,10401.83,,

11,人行道機制彩色六角磚300×300對角×80,m3,1.6*0.08*762*2,195.07,,

12,C20預(yù)制路沿石（100*400*500）,m3,0.1*0.4*762*2,60.96,,

三,K1+500倒虹吸,,,,,

1,土方開挖,m3,（（3.2+9.8）*3.3/2+（14.4+9.8）*2.3/2）*（115-10）+4.2*1*29,5296.20,,

2,土方回填,m3,（（3.2+9.8）*3.3/2+（14.4+9.8）*2.3/2）*（115-10）-1.6*2.2*107-3.3*2.4*6.4*2-2.7*10*9.8,4431.78,,

3,C25砼箱涵（厚度300mm）,m3,（（2.2*2+2）*0.3*10+（0.4+0.7）*0.3/2*（2.2*2+2）*2）*7,149.18,,

4,C25砼進出口（厚度400mm）,m3,（（3.3*6.4*0.4+1.6*6.4*0.4+2.5*1.6*0.4）-1.6*1*0.4-1.8*2.5*0.4）*2+0.4*0.4*（1.6*2+2）*2,25.07,,

5,C20砼扭面,m3,（1.45+0.99）/2*6*4+（2.83+0.89）/2*6.3*2+（6.6+2.3）/2*8.5+（4.51+1.62）/2*8,115.06,,

6,C20砼底板（厚度200mm）,m3,1.81*2.5*2+12.8*0.2,11.61,,

7,C20砼隔墻,m3,6.1*0.3+9.12*0.3+7.5*0.3+9.36*0.3+5.08*0.3+25.6*0.4*2,31.63,,

8,C15砼墊層（厚度100mm）,m3,1.8*70*0.1+3.5*2.7*0.1*2,14.49,,

9,干砌石護面（厚度300mm）,m3,0.3*10*2.5*2+2.52*0.3*10*2+7.7*27.5,241.87,,

10,砂礫石墊層（厚度350~500mm）,m3,2.74*6+2.86*10+2.88*6+3.6*10+0.25*6*2+0.25*8+0.25*6.3+（3.88+4）/2*8+2.3*6.3+0.25*（3.3+2.4+2.4）,152.93,,

11,C25預(yù)制砼蓋板（厚度15cm）,m3,2.8*2.4*0.15-0.7*0.7*0.15,0.93,,

12,攔污柵（1.3*2.66m、2.3*2.66m）帶2把鎖,扇,2,2.00,,

13,鋼柵條（800**00*）帶鐵鎖,個,1,1.00,,

14,651型橡膠止水,m,6.7*8,53.60,,

15,聚氯乙烯泡沫接縫板（厚度2cm）,m2,（2.8*2.2-1.6*1）*8+1.45*2+2.83*2+0.99*2+2.83+0.89+6.6+2.3+4.51*2+1.62+2.5*0.2*4,72.28,,

16,鋼筋制安,t,15.76+0.22+3.72,19.70,,

17,普通平面鋼模板,m2,（2.2*2+1.6*2+1*2）*70+（2.4*2+3.3*2）*6.4*2+（2.5*2+1.6*2）*6*2-2.5*1.3*2-1.6*1*4-2.5*2.3*2+2.9*6*2+1.7*6*2+3.4*6.3*2+4.75*8*2+6.1*2+9.12*2+7.5*2+9.36*2+5.08*2+25.6*2,1191.48,,

18,拆除恢復(fù)磚圍墻,m,40,40.00,,

19,瀝青砼路面（80mm）,m3,596*0.08,47.68,,

20,砂礫石（8%的水泥，厚度200mm）,m3,626*0.2,125.20,,

21,砂礫石墊層（厚度350~500mm）,m3,701*0.5,350.50,,

21,遷移配電線路,m,310,,,

四,K0-664橋涵,,,,,

1,土方開挖,m3,27*10+4.8*2*20+2.56*2.06*18,556.92,,

2,土方回填,m3,27*10+4.8*2*20+78.4*3,697.20,,

3,C30箱涵砼（厚度250~300mm）,m3,（2.56*2+1.5*2）*0.28*10+0.32*0.3*2.56*4+0.22*0.3*（1.5*2+2.56）*4+2.56*0.28*8+15.2*0.28*2+2.56*（8-1.31）*0.28+1.31*0.15*3.4+3.4*0.98*0.28,45.83,,

4,C20砼U型槽恢復(fù)（厚度200mm）,m3,（1+1+1）*0.2*11.28,6.77,,

5,C20砼扭面,m3,（2.33+0.93）/2*6*2+（2.6+1.04）/2*8*2,48.68,,

6,C20砼護面（厚度200mm）,m3,66.4*0.2,13.28,,

7,C20砼擋墻,m3,2.33*19.3,44.97,,

8,C20砼隔墻,m3,7.4*0.3+6*0.3,4.02,,

9,C15砼墊層（厚度100mm）,m3,2.76*18*0.1,4.97,,

10,C20砼預(yù)制六棱塊（厚度150mm）,m3,1.4*8*0.15,1.68,,

11,砂礫石墊層（厚度350~500mm）,m3,2.96*18*0.32+66.4*0.5+2.2*19.3*0.2+0.77*6*2+0.66*8*2+0.25*（6+8）,82.04,,

12,小石子墊層（5~20mm）,m3,1.4*8*0.1,1.12,,

13,瀝青砼路面（80mm厚度）,m3,15*6.5*0.08,7.80,,

14,砂礫石（8%的水泥，厚度200mm）,m3,15*6.7*0.2,20.10,,

15,砂礫石墊層（厚度350~500mm）,m3,15*7.2*0.5,54.00,,

16,M7.5漿砌石護面（厚度300mm）,m3,0.66*15*2,19.80,,

17,651型橡膠止水,m3,2.3*2+1.8*2+0.2,8.40,,

18,聚氯乙烯泡沫接縫板（厚度2cm）,m2,（2.6*3-2*1.5）*3+2.33*2+2.6*2+0.93*2+1.01*2+4*0.2+5.4*0.2+1.5*0.2+（0.98*2+2.04*2）*0.28*2,33.70,,

19,鋼筋制安,t,2.5+2.38,4.88,,

20,普通平面鋼模板,m2,（2.06*2+2*2+1.5*2）*18++0.32**2*2.56+0.22*2*（1.78*2+2.56）*4+2.9*8*2+2.9*6*2+4.6*19.3+7.4*2+6*2+（1.2*2+1*2）*11.28,539.26,,

五,K0-385橋涵,,,,,

1,土方開挖,m3,22.52*8+20.2*12.6,434.68,,

2,土方回填,m3,5.4*2*8+3.25*6.3*2,127.35,,

3,C30箱涵砼（厚度250~300mm）,m3,（2.56*2+1.5*2）*0.28*8+0.32*0.3*2.56*4+0.22*0.3*（1.5*2+2.56）*4,20.64,,

4,C20砼扭面,m3,(2.64+0.94）/2*6*4,42.96,,

5,C20砼隔墻（厚度300mm）,m3,6.68*0.3*2,4.01,,

6,C15砼墊層（厚度100mm）,m3,2.76*7.4*0.1,2.04,,

7,C20砼預(yù)制六棱塊（厚度150mm）,m3,1.4*0.15*12,2.52,,

8,砂礫石墊層（厚度350~500mm）,m3,1.23*8+1.4*0.45*12+（0.46+0.87）/2*6*4+0.25*6*2,36.36,,

9,小石子墊層（5~20mm）,m3,1.4*0.1*12,1.68,,

10,瀝青砼路面（80mm厚度）,m3,15*5*0.08,6.00,,

11,砂礫石（8%的水泥，厚度200mm）,m3,15*5.2*0.2,15.60,,

12,砂礫石墊層（厚度350~500mm）,m3,15*4.24,63.60,,

13,聚氯乙烯泡沫接縫板（厚度2cm）,m2,（2.56*2+1.5*2）*0.28+0.94*4,6.03,,

14,鋼筋制安,t,2,2.00,,

15,普通平面鋼模板,m2,2.06*2*8+（2*2+1.5*2）*8+0.32*2*2.56*2+0.22*2*（2.56+2.06*2）+6.68*4+2.5*2*6*2,181.90,,

六,K7+029橋涵、渡槽,,,,,

1,土方開挖,m3,16*（12+5）+9.6*6+14.5*6*2+10*10*1.5,653.60,,

2,土方回填,m3,4.4*6*2,52.80,,

3,C30箱涵砼（厚度250~300mm）,m3,3*2*0.3*12+1.2*2*0.25*12+0.2*0.2*4*12+0.7*0.4*3+0.4*0.4*3+（3+1.2*2）*0.25*0.4*2+3.7*0.248*0.2*2,33.49,,

4,C25砼渡槽加拉桿（200*200）,m3,3*0.3*15+1.6*2*0.25*15+0.2*0.2*2*15+0.2*0.2*2.5*6,27.30,,

5,C25砼支墩,m3,（4.6*1.8*0.6+1*3.4*0.6+0.6*0.3*0.2*2）*2,14.16,,

6,C20砼扭面,m3,（1.99+1.41）/2*6*4,40.80,,

7,C20砼隔墻（厚度400mm）,m3,7.52*0.4*2,6.02,,

8,C15砼墊層（厚度100）,m3,11.2*3.2*0.1,3.58,,

9,C20砼護底（厚度400）,m3,（0.4*6*（2.5+1.7）/2+0.4*0.4*（2.5+1.7）/2*2）*2,11.42,,

10,砂礫石墊層（厚度350~500mm）,m3,4*0.4*12+7.2*12+（（1.7*0.2+2.53*0.3）+2.1*0.3）*6*2+（2.2*0.5+0.8*2.2*4）*4.6+0.25*6*2,166.79,,

11,干砌石護面（厚度300mm）,m3,（1.8*2+8）*0.3*10,34.80,,

12,瀝青砼路面（80mm厚度）,m3,8.8*5*0.1,4.40,,

13,651型橡膠止水,m,2.8+1.4*2,5.60,,

14,聚氯乙烯泡沫接縫板（厚度2cm）,m2,（3*0.3+1.2*2*0.25）*4+1.41*2,8.82,,

15,鋼筋制安,t,3.22+2.61+0.6,6.43,,

16,普通平面鋼模板,m2,（1.6*2+2.5*2+1.2*2）*12+（0.7*2+0.4*2）*3.5+（2.5+1.6*2）*15+0.2*4*2.5*5+3.7*0.4*2+（（4.6*2+1.8*2）*0.6+（3*2+0.6*2）*1+（0.3*2+0.2*2）*0.3*2）*2+（2.5+1.6）/2*6*4+7.52*4,343.60,,

七,K7+482渡槽,,,,,

1,土方開挖,m3,15.3*12+4.5*2*4*2,255.60,,

2,土方回填,m3,4.4*6*2,52.80,,

3,C25砼渡槽加拉桿（厚度250~300））,m3,3*0.3*12+1.6*2*0.25*12+0.2*0.2*2.5*5,20.90,,

4,C25砼支墩,m3,（4.6*1.8*0.6+1*3.4*0.6+0.6*0.3*0.2*2）*2,14.16,,

5,C20砼扭面,m3,（1.99+1.41）/2*6*4,40.80,,

6,C20砼隔墻（厚度400mm）,m3,7.52*0.4*2,6.02,,

7,C20砼護底（厚度400）,m3,（0.4*6*（2.5+1.7）/2+0.4*0.4*（2.5+1.7）/2*2）*2,11.42,,

8,砂礫石墊層（厚度350~500mm）,m3,（（1.7*0.2+2.53*0.3）+2.1*0.3）*6*2+（2.2*0.5+0.8*2.2*4）*4.6+0.25*6*2,61.19,,

9,干砌石護面,m3,（1.8*2+5）*0.3*20,51.60,,

10,聚氯乙烯泡沫接縫板（厚度2cm）,m2,（3*0.3+1.2*2*0.25）*2+1.41*2,5.82,,

11,651型橡膠止水,m,(2.8+1.4*2)*2+6*4,35.20,,

12,鋼筋制安,t,2.1,2.10,,

13,普通平面鋼模板,m2,（2.5+1.6*2）*12+0.2*4*2.5*4+（（4.6*2+1.8*2）*0.6+（3*2+0.6*2）*1+（0.3*2+0.2*2）*0.3*2）*2+（2.5+1.6）/2*6*4+7.52*4,186.64,,

八,K7+542交通橋,,,,,

1,土方開挖,m3,（10.9+1.7）*（10*2+2*4）,352.80,,

2,土方回填,m3,（6.9+1.7）*（10*2+2*4）,240.80,,

3,C25砼交通板橋（厚度400mm）,m3,（10*0.4+0.2*0.2*2）*6.6,26.93,,

4,C20砼橋墩,m3,3.04*（10*2+0.75*4）,69.92,,

5,C25砼臺帽,m3,（0.55*0.32+0.46*0.23）*10*2+0.55*0.8*1.68*4,8.59,,

6,C15砼墊層（厚度100mm）,m3,11*2.6*0.1*2,5.72,,

7,砂礫石墊層（厚度350~500mm）,m3,5*0.2*10*2+0.25*10*2,25.00,,

8,瀝青砼鋪裝層（80mm）,m3,0.09*9.6*6.6,5.70,,

9,改性油氈SBS（20mm厚度）,m2,（0.32+0.46）*10*2,15.60,,

10,鋼筋制安,t,3.29,3.29,,

11,普通平面鋼模板,m2,（0.6+10+0.6+0.2+0.2）*6.6+（3+3.3）*（10*2+0.75*4）,221.46,,

八,K7+819、K8+482交通橋,,,,,

1,土方開挖,m3,（14.6*（4.5*2+2.2*4））*2,519.76,,

2,土方回填,m3,（（9.9+1.4）*（4.5*2+2.2*4））*2,402.28,,

3,C25砼交通板橋（厚度400mm）,m3,（（4.5*0.4+0.2*0.2*2）*6.6）*2,24.82,,

4,C20砼橋墩,m3,（3.54*（4.5*2+0.825*4））*2,87.08,,

5,C25砼臺帽,m3,（（0.55*0.32+0.46*0.23）*14.5*2+0.55*0.8*1.65*4）*2*2,44.30,,

6,C15砼墊層（厚度100mm）,m3,（5.9*2.8*0.1*2）*2*2,13.22,,

7,瀝青砼橋面鋪裝層（80~100mm）,m3,（0.08*4.5*8*2+0.09*4.5*6.6）*2,16.87,,

8,砂礫石（摻8%的水泥，厚度200mm）,m3,0.2*8*4.5*2*2,28.80,,

9,砂礫石墊層（厚度350~500mm）,m3,0.5*8*4.5*2*2,72.00,,

10,改性油氈SBS（20mm厚度）,m2,（0.32+0.46）*4.5*2*2,14.04,,