120米烟囱预算表

单位工程概预算表,,,,,,,,,

项目文件：120米烟囱,,,,,,,,,

"序

号","定额

编号",子目名称,工程量,,价值（元）,,其中（元）,,

,,,单位,数量,单价,合价,人工费,材料费,机械费

1,8-12换,无筋砼垫层(现浇砼40mm碎石C15(325#)),10m3,1.842,"1,659.61","3,057.01",607.68,"2,373.18",76

2,5-218换,现浇砼杯形基础(现浇砼40mm碎石C30(425#)),10m3,31.954,"1,991.41","63,633.51","8,481.87","51,195.10","3,957"

3,5-11,现浇砼砼基础垫层模板,100m2,0.048,"1,784.05",85.81,31.12,52.61,2

4,5-8,现浇砼高杯基础钢模板,100m2,2.559,"2,496.55","6,389.42","2,268.51","3,688.59",432

5,8-12,无筋砼垫层,10m3,3.649,"1,547.60","5,647.50","1,203.87","4,292.77",151

6,8-24,水泥砂浆加浆抹光随捣随抹5mm,100m2,2.433,339.75,826.55,424.35,391.88,10

7,9-149,油浸木丝板填缝,100m,0.828,335.45,277.62,82.38,195.24,

8,9-150,玛蹄脂填缝,100m,0.828,794.51,657.54,34.92,622.62,

9,9-112,石油沥青防水一遍(砼抹灰面)立面,100m2,2.559,441.46,"1,129.83",133.44,996.39,

10,9-115,每增加石油沥青一遍(砼抹灰面)立面,100m2,2.559,246.41,630.64,47.91,582.73,

11,5-28,现浇砼单梁连续梁钢模板,100m2,0.738,"2,207.33","1,628.36",810.19,631.80,186

12,5-35*3,现浇砼梁支撑高度超过3.6m，每增加1m钢支撑(单价*3),100m2,0.738,558.39,411.92,322.05,69.29,21

13,5-45,现浇砼平板钢模板,100m2,0.440,"1,790.42",788.50,370.11,343.70,75

14,5-47*3,现浇砼板支撑高度超过3.6m每增加1m钢支撑(单价*3),100m2,0.440,705.21,310.57,205.10,35.29,70

15,5-230换,现浇砼单梁连续梁(现浇砼40mm碎石C30(425#)),10m3,1.330,"2,076.94","2,762.32",452.01,"2,142.60",168

16,5-243,现浇砼平板,10m3,0.754,"1,782.37","1,343.91",240.89,"1,005.91",97

17,8-14,干铺炉(矿)渣垫层,10m3,2.261,274.19,619.94,175.77,410.37,34

18,8-18换,水泥砂浆找平层在填充材料上20mm,100m2,0.523,"1,517.03",793.11,106.31,676.45,10

19,8-20*4,水泥砂浆找平层每增减5mm(单价*4),100m2,0.523,"1,226.16",641.04,87.22,544.95,9

20,5-324换,烟囱滑升钢模板浇钢筋砼筒身高度120m以内(现浇砼40mm碎石C30(425#)),10m3,75.610,"4,545.94","343,718.52","26,610.94","262,436","54,671"

21,5-131,烟囱液压滑升钢模筒身高度120m以内,10m3,75.610,"4,507.95","340,846.10","137,837","184,436","18,573"

22,10-215,墙体保温水泥珍珠岩板附墙铺贴,10m3,16.500,"5,202.05","85,833.83","15,450.44","70,383.39",

23,4-30换,砖烟囱内衬普通砖,10m3,33.800,"1,661.93","56,173.24","18,969.24","37,204.00",

24,5-37,现浇砼直形墙钢模板,100m2,1.007,"1,569.12","1,580.11",760.61,690.24,129

25,5-236,现浇砼墙砼,10m3,1.137,"1,835.16","2,086.58",489.90,"1,453.30",143

26,5-41*3,现浇砼墙支撑高度超过3.6m每超过1m钢支撑(单价*3),100m2,1.007,190.89,192.23,150.36,22.81,19

27,5-180,现浇构件圆钢筋Φ10mm以内,t,2.921,"2,853.10","8,333.91","1,548.63","6,636.40",149

28,5-183,现浇构件螺纹钢筋Φ20mm以内,t,83.520,"2,865.17","239,299.00","26,365.59","201,799","11,135"

29,5-184,现浇构件螺纹钢筋Φ20mm以外,t,23.433,"2,761.47","64,709.52","5,442.55","56,725.43","2,542"

30,12-18,钢托架制作1.5t以内,t,1.081,"3,954.73","4,275.06",420.67,"3,071.16",783

31,6-253,构件安装在砼柱上每根构件重量2.5t以内起重式机械,t,1.081,84.44,91.27,17.67,25.26,48

32,12-29,钢走道平台制作,t,2.148,"4,481.65","9,626.58","1,232.97","6,441.51","1,952"

33,12-30,平台、走道平台安装,t,2.148,553.40,"1,188.70","1,033.42",110.62,45

34,12-35,钢栏杆制作型钢为主,t,1.588,"4,248.08","6,745.95","1,113.63","4,270.91","1,361"

35,12-38,栏杆安装,t,1.588,528.12,838.65,733.51,78.13,27

36,5-212,人力运输成型钢筋(运距)500m以内,t,109.874,16.90,"1,856.87","1,145.99",710.88,

37,6-43,金属结构2类构件运输运距1km以内,10t,0.903,232.27,209.62,17.11,51.67,141

38,8-14,干铺炉(矿)渣垫层,10m3,0.932,274.19,255.54,72.45,169.16,14

39,8-18,水泥砂浆找平层在填充材料上20mm,100m2,0.444,560.11,248.63,90.27,149.58,9

40,8-20换,水泥砂浆1:2(425#)找平层每增减5mm,100m2,0.888,132.78,117.88,37.03,77.09,4

41,10-1,水玻璃耐酸砼面层厚度60mm,100m2,0.444,"8,690.07","3,858.39",416.70,"3,376.53",65

42,10-2*4,水玻璃耐酸砼面层厚度增减10mm(单价*4),100m2,0.444,"5,493.92","2,439.30",250.03,"2,146.54",43

43,5-256换,现浇砼压顶,10m3,0.121,"12,898.21","1,560.69",78.46,"1,470.96",11

44,9-148,油浸麻丝填缝立面,100m,0.630,929.35,585.49,173.35,412.14,

45,9-157,聚氯乙稀胶泥填缝,100m,0.790,919.12,726.11,151.85,574.26,

46,10-100,水玻璃胶泥结合层(环氧)树脂胶泥勾缝铸石板平面面层30mm,100m2,0.245,"27,588.83","6,745.46",730.18,"5,999.71",16

47,9-14,卷材屋面二毡三油,100m2,0.444,"1,643.96",729.75,71.43,658.32,

48,12-32,钢梯制作爬式,t,2.978,"4,909.05","14,619.14","2,490.02","7,974.99","4,154"

49,12-34,钢梯安装,t,2.978,530.95,"1,581.17","1,375.57",146.52,59

50,12-44,零星构件制作,t,1.230,"3,941.13","4,847.59","1,190.53","3,172.18",485

51,12-45,零星构件安装,t,1.230,243.83,299.92,132.35,24.53,143

52,B1-1,不锈钢耐酸避雷针,t,0.091,"35,000.00","3,199.00",,,

53,6-1722,法兰制安,套,2.000,80.00,160.00,,,

54,B1-2,沉降观测点,套,4.000,150.00,600.00,,,

55,13-26,构筑物垂直运输钢筋砼烟囱30m以内,座,1.000,"11,060.31","11,060.31",,,"11,060"

56,13-27*90,构筑物垂直运输钢筋砼烟囱每增加1m(单价*90),座,1.000,"32,608.80","32,608.80",,,"32,609"

57,11-798,金属构件镀锌,t,9.025,800.00,"7,220.00",,,

58,3-34*0.5,满堂脚手架钢管架基本层(单价*0.5),100m2,2.195,278.19,610.49,251.20,342.85,16

59,3-37,悬空脚手架手动提升式吊篮脚手架,100m2,6.008,727.68,"4,372.05",975.43,"3,324.64",72

60,B1-3,混凝土泵送费,10m3,151.390